HomeMy WebLinkAbout3913 Crawley Down Lp 18-2903; NEW SFHCOUNTY OF SEMINOLE / Q IMPACT FEE STATEMENT UUU f
STATEMENT NUMBER: 15 DATE: July 02, 2018
OQI
n
BUILDING APPLICATIONN #: 18-10000592 7BUILDINGPERMITNUMBER: 18-10000592
UNIT ADDRESS: CRAWLEY DOWN LOOP 3913 17-20-31-5VC-0000-1140
TRAFFIC ZONE:022 JURISDICTION: owSEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3913 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
Single Family Housing .00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housingg 54.00 1.000 dwl unit 54.00
SCHOOLS CO -WIDE ORD
Family Housing 9,000.00 1.000 dwl unit 91000.00PASingle
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER TM
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE 1
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
o[
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE I
O
Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #20181y03627 Book:9207 Page:1511; (1 PAGES) RCD: 9/12/2018 9:55:49 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Sulte H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number. 18-2903
Parcel ID Number. 17-20-31-5VC-0000-1140
The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the
following Information Is provided In this Notice of Commencement
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
Lot # 0114 of Kensington Reserve 3913 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest In property:
Fee Simple Title Holder Of other than owner listed above)
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
Address: Amount of Bond:
6. LENDER:
Address:
Phone Number.
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number. 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates
to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
L-v2 Dayna Mitchell Assistant Secretary
q of Owner or Lessee, or Owners or Leuee's (Prim Name and Provide SignaWs ntlelOxf m)
Aulltorized Officer/Director/Partner/Manager)
state of Florida County of
The foregoing Instrument was acknowledged before me this 1 LJ day of 2
by Dayna Mitchell Who Is personally known to me EX OR
Name of person nuking swornenf
who has produced Identification type of identification produced:
TRACY LEIGH MCDONAL6)1
MY 66MMISSION # PF925012
EXPIRES October 06. 2019
IN<07: 59P.•0'53 Fb:WaPxcmNSevKecrm'- 04
It,
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date:
Project Name: Kensington Reserve Project Address:
Building Permit #: I , Z9 Q E Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFC1 outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Scott James Faber Ryan Homes
Print Name of w Want
Signature tf r enant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Scott James Faber -
Print Name of Gd.
Signature
CGC15171
Gen. Contractor License #
Homes Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
d
Signature of El. Contractor
EC0003096
El. Contractor License #
CALLED INTO: Progress Energy Florida Power and Light on
Rev. 02/10/15)
CITY OF SANFORD
JUN 4 20 BUILDING & FIRE PREVENTION
J PERMIT APPLICATION
Application No:
Documented Construction Value: S ' 3coFsSa •
Job Address: 3913 Crawley Down Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-1140 Residential X Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property? : _
City, State Zip: Orlando FL 32811
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 32811
Contractor Information
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage Lender:
Address:
N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in com
Tracy McDonald
ce with all applicable laws regulating constructio a oning.
6/26/2018 6/26/2018
Date Signat r of o ctor/Agent Date
Print 0er/Agent's Name 6/
26/2018 Signatu
otary-State of Florida Date VIRGINIAOTERO
MY
COMMISSION It GG OMM EXPIRES:
Jarwary 17, W21 OFF'.
Bonded Thru Budaet Notary Services Owner/
Agent is x Personally Known to Me or Produced
ID Type of [D Tracy
McDonald Print
Contr tor is Name 6/
26/2018 Signature
State of Florida Date 2olt
Y e,A VIRGINUI0TERO
MY
COMMISSION 0 GG 063257 rt
a EXPIRES: January 17, X21 EOFF1-
o BondedThi Budoet Notary Servlcea Contractor/
Agent is X Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building g Electrical R' Mechanical R Plumbing Gas[] Roof Construction
Type: Occupancy Use: 11R3 Flood Zone: Y—l7c"FTotal
Sq Ft of Bldg: Min. Occupancy Load: IS # of Stories: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No Z # of Heads APPROVALS:
ZONING: S 3 UTILITIES: COMMENTS:
ENGINEERING:
18 FIRE: Ok
to construct single family home with
setbacks and impervious area shown
on plan. 43. y -lo r „„ P• Lana
o VS 1 - C, , CAL Plumbing - #
of Fixtures g Fire
Alarm Permit: Yes No;R WASTE
WATER: BUILDING:
la7A- I&- s Revised
June 30, 2015 Permit Application
Job Address: 3913 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-1140
Type of Work: New X Addition
CITY OF SANFORD
l' BUILDING & FIRE PREVENTIONJCON i 1
PERMIT APPLICATION
Application No: 1 0 —9-I 0 3
Documented Construction Value: $ 93,088
Historic District: Yes No 0
Residential X Commercial
Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 32811
Contractor Information
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in com ance with all applicable laws regulating constructio a oning.
6/26/2018 6/26/2018
Signatur o e ent Date Signa r of o clot/Agent Date
Tracy McDonald Tracy McDonald
Print O er/Agent's Name
6/26/2018
Signatu o otary-State of Florida Date
io`!AYO rE VIRGINIAOTERO
s
MY COMMISSION 9 GG 06=
P EXPIRES: January u. 2o21
Or F%F Bonded Thru audoet Notary Services
Owner/Agent is x Personally Known to Me or
Produced ID Type of ID
Print Cont &
totme6/26/2018
Signaturef Florida Date
o Yp¢, VIRGINIAOTERO
MY COMMISSION A GG 0051
A _4r EXPIRES: Jartuary 17. 2021
of FjBonded 7h U Budget Notary Services Contractor/
Agent is x Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No UTILITIES:
W/O WASTE WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
SANFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com
Property Address: 3913 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-1140
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
OFFICIAL USE ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 009O F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-2903
Reviewed by: Michael Cash, CFM Date: June 14, 2018
Application for Paved Driveway, Sidewalk or
V W6 S1Walkwa Includin Ri ht-of-Wa Use & Y99Yti1877—
Landscaping i11 Right -of -Way www.
s,nfordf1.0ov Department of Planning & Development Services 300
North Park Avenue, Sanford, Florida 32771 Phone:
407.688.5140 Fax:407.688.5141 This
permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City'
s regulations and the attached construction plans approved as part of this permit. The permit Is required for driveway or sidewalk
construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway,
walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction'
s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size
and location of the existing right —of --way and use shall be provided or application could be delayed. Call t»foreyou dl4 1. Project
Location/Address: 3913 Crawley Down Loop, Sanford, FL 32773 2. Proposed
Activity: 3. Schedule
of Work: 4. Brief
Description of Work This application
is sub AA Signature:'
Address:
4307
la Phone: (407)
692-9831 X Driveway
Walkway Start Date
Completion Date Construction of
New Single Family Home by. Orlando,
FL
32811 Fax: Other.
Print
Name:
Tracy McDonald Emergency Repairs
Email: trmcdona@nvrinc.
com Date: 06/26/2018 Maintenance Responsibilities/
Indemnification The Requestor,
and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include
maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said
installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater
facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate
and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously
maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the
City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestors property
to recover costs of restoration. To the
fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed,
elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or
consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement,
and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with
the use of the City's right-of-way. I have
Signature: nd
the
above statement and by signing this application I agree to Its terms. Date: 06/
26/2018 This permit
shall be posted on the site during construction. Please call
407.688.5080 24 hours In advance to schedule a pre -pour Inspection. Pre -pour
Inspection by: Date: Application No: _
Reviewed: Public
Works
Utilities Approved:
Engineering
Site
Inspected
by: Special Permit
Conditions: Official Use
Only Fee: Date:
Date: Date:
Date: -
1 -
I- 20Iv Date: November
2015
ROW Use DAveway.pdr
6/25/2018 SCPA Parcel View: 17-20-31-5VC-0000-1140
oRRvta bpptnlIsEEon. t FAyyPAPPR1115ER
oe c oou m: rinrin
Legal Description
LOT 114
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Property Record Card
Parcel: 17-20-31-5VC-0000-1140
Property Address: 3913 CRAWLEY DOWN LOOP SANFORD, FL 32773
Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method I Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 52,000 14,000
Land Value Ag
Just/Market Value " 52,000 14,000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 52,000 I $14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $266.58
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund l $52,000 0 52,000
Schools 52,000 0 52,000
City Sanford
SJWM(Saint Johns Water Management)
52,000
52,000
0
0
52,000
52,000
County Bonds I $52,000 0 52,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Find Comparable Sam
Land
Method Frontage Depth Units Units Price Land Value
LOT I 0.00 I 0.00 I 1 I $52,000.00 I $52,000
Building Information
Permits
Permit # Description I Agency Amount CO Date Permit Date
http://parceidetaii.scpafl.org/ParceiDetai Ilnfo.aspx?PID=1720315VC00001140 1 /2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific aermit and application for work located at:
Expiration Date for This Limited Power of Attorney
License Holder Name: Robert Lattanzi
State License Number:
Signature of License B
STATE OF FLORIDA
COUNTY OF Orange
May 20,2018
The foregoing instrument was acknowledged before me thi day ofj&, Z ,
200 1$ , by Robert Lattanzi
this,*
o is, pers cnown
me or who has produced as
identification and who did (did not) t e a, i oath.
ti0V VIRGINIAOTERO
MY COMMISSION N GG 08=
r Po EXPIRES: Jan<ay 17.2021 Signatur
top F%..° Bonded Thru Budget Notary SwAom
Notary Seal)
Rev. 08.12)
tLkatyJA
Print or type name
Notary Public - State of 'F 1.
Commission No.
wMyCommissionExpires: t
SQ.FT. CALC.'S
UST RR LIVW3 912 SQ FT.
2ND FLR LIVW3 1210 5a FT.
TOTAL LIVING 2JS2 SQ FR.
ENTKT' 40 9Q FT.
GARAGE 441 SQ Fr.
LANAI 140 SQ FT.
TOTAL 2A03 SQ Fr.
OMMMIM AND nAmplo FNO 107p Mc o Bavale
FaM I
CALL • Io1ItE
T I am OO IfN IIIIIIID
I @
W X -0
5 2480)-3816
2 34 mw OR 4 YOU-36A5
3 33 2) -614 4 2W-3180
4 64 66m Sw 5 263V-3330
WIND DESIGN CRITERIA
A BASIC WIND SPEED IM-V (3 SECOND GUST)
VULT.150 ) VASD.116 MPN
B. 6REMUL FIESSL!/E C09FFIC8iT•• )6
C. 10SK CATEC.ORY.TYPE II
D. EX-015LIM CATEGORY C
NOTE.
VAL(JE$ FOR 001"17aCT®:T5 I CLADDING F7ESSUPE A,1E E'Y!i CH
TE VVU1 DESIG14 U@m 61F®. FBCR 6T14 ED. (201'T) ALLOWSOWS TESE
PRE561.13Re6 TO BE NILTPLIED, B7 Ob TO MEET TE AllXXIABLE OR
NOT70,ML TE6TD VALUES USED BY PIRI DLICT MAMPAC TUBER&
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REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
11;BINC Pi•; LT r ka
Ins ection DescriptionMinMax
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
W,Yh.;ta'n +4 'lY'• 2I_`h:Y 'Y
Y • . 'tf•. iMECHANIC;erL:
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lY _ n •t'%/•,L. [' hnt•., -Nt. n'1'.. i:: l•7,'l'3u '`r".ti.,. 'i"_.•n.,
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot114Kensington Reserve LargoCGLNW Builder Name: RYAN HOMES Street:
3913 CRAWLEY DOWN LOOP Permit Office: SANFORDCity, State, Zip. SANFORD, FL, 32773 Permit Number:## 1108 -
ODesign nSANIPOROwner: Jurisdiction: Location:
FL, Orlando County:: Seminole (Florida Climate Zt e 1.
New construction or existing New (From Plans) 9. Wall Types (2524.0 sqft.) Insulation Area 2.
Single family or multiple family Single-family a.
Frame - Wood, Exterior R=13.0 1208.00 ft' b.
Concrete Block - Int Insul, Exterior R=4.1 966 00 ft' 3.
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft' 4.
Number of Bedrooms 4 d. N/A R= ft' 10.
Ceiling Types (1305.0 sqft.) Insulation Area 5.
Is this a worst case? No a. Under Attic (Vented) R=30.0 1305.00 ft' 6.
Conditioned floor area above grade (ft') 2182 b. N/A R= ft' Conditioned
floor area below grade (ft') 0 c.
R= 11.
Ducts R ft' ft 7. Windows(
197.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-
Factor: Dbl, U=0.35 149.38 ft' SHGC: SHGC=
0.29 b. U-
Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=
0.29 a. Central
Unit 34.8 SEER:15.00 c. U-
Factor: N/A ft' SHGC: 13.
Heating systems kBtu/hr Efficiency d. U-
Factor: N/A ft' a. Electric Heal Pump 32.6 HSPF:8.50 SHGC: Area
Weighted
Average Overhang Depth: 3.432 ft. Area Weighted
Average SHGC: 0.290 14. Hot water systems a. Electric
Cap: 50 gallons 8. Floor
Types (1309.0 sqft.) Insulation Area EF: 0.940 a. Slab -
On -Grade Edge Insulation R=0.0 912.00 fl' b. Conservation features b. Floor
over Garage R=11.0 397.00 ft' None c. N/
A R= ft' 15. Credits Pstat Glass/Floor
Area: 0.090 Total Proposed
Modified Loads: 63.51 PASS Total Baseline
Loads: 63.85 1 hereby
certify that the plans and specifications covered by Review of the plans and111E Sr47, the Florida
Energy this calculationareincomplZ_zl
specifications covered
by this O% _ - ,FOB
Code. calculation
indicates compliance you„ ' : `,' with the
Florida Energy Code. PREPARED BY:
Before construction is completed DATE: 6-
16-1.8_Srpft Pratt this building will be inspected for compliance with
Section 553.908 C a
I
hereby
certify that this building, as designed, is in compliance Florida Statutes. COD with
theFloridaEnergyCode. WE OWNER/AGENT:
BUILDING OFFICI DATE: 6/
18/20 DATE: Compliance requires
certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -
sealed in accordance with R403.3.2.1. Compliance requires
an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage
test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with
a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in
accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 On for whole house. 6/16/
2018 7:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2017
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lotl 14 Kensington Reserve Lar Bedrooms: 4
User Conditioned Area: 2182
Total Stories: 2
1 Worst Case: No
RYAN HOMES Rotate Angle: 0
SANFORD Cross Ventilation: No
691500 Whole House Fan: No
Single-family
New (From Plans)
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
114
KENSINGTON RES
3913 CRAWLEY DOW
Seminole
SANFORD ,
FL, 32773
CLIMATE
Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2182 18547
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2182 18547 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main -_- --
2 Slab -On -Grade Edge Insulatio Main 103.5 ft
397 ft=
912 ft2
11 0.16 0 0.84
0.39 0 0.61
ROOF
J # Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Gable or Shed Composition shingles 1375 ft2 218 ft2 Medium 0.85 N 0.85 No 0 18.4
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1305 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 30 Blown 1305 ft2 0.11 Wood
6/16/2018 7:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Ornt To Wall Type Space R-Value Ft In Ft -In Area R-Value Fraction Ahcnr Grnfi o
1 NE Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0
2 NE Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft' 0 0 0.6 0
3 NW Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0
4 NW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0
5 SW Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0
6 SW Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft' 0 0 0.6 0
7 SE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0
8 SE Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft' 0 0.23 0.3 0
10 SE Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft' 0 0 06 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 NW Insulated Main None 25 3 8 24 ft2
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
v Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 NE 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
2 NE 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
3 NW 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
4 NW 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 3 ft 1 in None Exterior 5
5 SW 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
6 SE 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
7 SE 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 10 ft 10 in None Exterior 5
8 SE 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 441 ft' 441 ft' 33 ft 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000378 2163.8 118.79 223.4 3398 7
6/16/2018 7:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubTpe Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.94 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model Area Volume FEF
None None ft2
DUCTS
Supply -- Return-- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 430.8 ft Attic 107.7 ft Proposed Qn Main cfm 109.1 cfm 0.05 0.60 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling((jj
Heatin[X]
Jan jj jj Feb
Jan [X] Feb
jj jj Mar
X] Mar
j ] Apr [
j j Apr I IMMay [X] Jun [X] Jul
ay [ ] Jun j j Jul
X] Auge
j AuSePil
Oct
Oct
Nov
Nov
Dec
Dec
Venlin [ ] Jan [ ] Feb X] Mar X] A r [ May [ ] Jun [ ] Jul Aug Se Oct X Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
6/16/2018 7:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnergyPerformance Index, the more efficient the home.
3913 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2
7. Windows" Description
a. U-Factor: Dbl, U=0.35
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62
SHGC: SHGC=0.29
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types
Single-family
a. Frame - Wood, Exterior
b. Concrete Block - Int Insul, Exterior
1 c. Frame - Wood, Adjacent
4 d. N/A
10. Ceiling Types
No a. Under Attic (Vented)
2182 b. N/A
c. N/A
Area
11. Ducts
149.38 ft2 a. Sup: Attic, Ret: Attic, AH: Main
48.00 ft2
12. Cooling systems
ft2 a. Central Unit
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor over Garage R=11 0
c. N/A R=
ft2
13. Heating systems
a. Electric Heat Pump
3.432 ft.
0.290
Area 14. Hot water systems
912.00 ft2 a. Electric
397.00 ft2
b. Conservation features
n=
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compiar}t features.
Builder Signature: r Date: 6/18/2018
Address of New Home: 3913 Crawley Down Loop City/FL Zip: 32773
Insulation Area
R=13.0 1208.00 ft2
R=4.1 966.00 ft2
R=13.0 350.00 ftz
R= ft2
Insulation Area
R=30.0 1305.00 ft2
R= ft2
R= ft2
R ft2
6 430.8
kBtu/hr Efficiency
34.8 SEER:15.00
kBtu/hr Efficiency
32.6 HSPF:8.50
Cap: 50 gallons
EF: 0.94
Pstat
O-_n;HE S74,F
CID
r
C00 WE°
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
6/16/2018 7:36 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3913 CRAWLEY DOWN LOOP Permit Number:
SANFORD , FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
6/16/2018 7:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2 0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(9, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C)
or below 55'F (13'C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Healed water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
6/16/2018 7:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
6/16/2018 7:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
2.
Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heal pump sizing shall be based on the cooling requirements as calculated according to Section
R403 7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feel (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heal loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
6/16/2018 7:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
6/16/2018 7:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If Form R405 duct leakage type indicates anything other than "default leakage" then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v6.0
6/16/2018 7:34:48 AM Page 1 of 1
wrightsoft' Manual S Compliance Report
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax, 407.333-3853 Web: WWW DEL -AIR COM
For: RYAN HOMES
3913 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Job: Lot114KensingtonReser...
Date: 7/25/2015
By: FJF
Outdoor design DB: 92.5°F Sensible gain: 25922 Btuh Entering coil DB: 77.1OF
Outdoor design WB: 76.2°F Latent gain: 4277 Btuh Entering coil WB: 63.70F
Indoor design DB: 75.0°F Total gain: 30199 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Sensible capacity: 27132 Btuh 105% of load
Latent capacity: 5970 Btuh 140% of load
Total capacity: 33102 Btuh 110% of load SHR: 82%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 21646 Btuh Entering coil DB: 69.4°F
Indoor design DB: 70.0°F ,
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Output capacity: 32112 Btuh 1480/6 of load Capacity balance: 32 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 0 kW 0% of load Temp. rise: 0 OF
Meets all requirements of ACCA Manual S.
wrightsoft' 2018-Jun-16 07:23:59
d... Page 1Right -Suite® Universal 2018 18.0.13 RSU23828
argoCGLNW\Lot114KensingionReserveLargoCGLNW.rup Calc = MJ8 House faces: NW
Component Constructionswrightsoft• P
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM
Job: Lot114KensingtonReser...
Date: 7/25/2015
By: FJF
Proiect Information
For: RYAN HOMES
3913 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) 16 ( M) Method Simplified
Wet bulb (OF) 76 Construction quality Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain
tR Btuh/IF-'F fF-'FBtuh BNhM2 Btu Bluh/IP BWh
Walls
12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 341 0.091 13.0 2.52 860 2.85 971
fnsh, 2"x4" wood frm, 16" o.c. stud se 210 0.091 13.0 2.52 529 2.85 598
sw 353 0.091 13.0 2.52 890 2.85 1005
nw 195 0.091 13.0 2.52 492 2.85 555
all 1099 0.091 13.0 2.52 2770 2.85 3129
13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board ne 252 0.201 4.1 5.57 1403 5.29 1334
int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" se 207 0.201 4.1 5.57 1154 5.29 1098
gypsum board int fnsh sw 355 0.201 4.1 5.57 1975 5.29 1878
nw 55 0.201 4.1 5.57 308 5.29 293
all 869 0.201 4.1 5.57 4840 5.29 4603
Partitions
12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 332 0.091 13.0 2.52 837 1.45 482
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, ne 12 0.350 0 9.69 116 22.0 264
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (4 it window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, ne 15 0.350 0 9.69 145 22.0 330
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 se 30 0.350 0 9.69 291 21.4 643
it overhang (5 It window ht, 1.17 ft sep.); 6.67 it head ht sw 15 0.350 0 9.69 145 21.4 321
nw 15 0.350 0 9.69 145 22.0 330
all 75 0.350 0 9.69 727 21.6 1623
2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, se 33 0.350 0 9.69 317 22.5 737
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 It head ht
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, se 40 0.620 0 17.2 687 16.9 677
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (6.67 it
window ht, 0.5 ft sep.); 6.67 ft head ht
wri-ghtsoft• Right -Suite® Universal 2018 18 0.13 RSU23828
2018-Jun-16 0 :223:59
Page 1
ACCK...argoCGLNW\Lot114KensingtonReserveLargoCGLNW.rup Calc = MJ8 House faces: NW
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, nw 30 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 If window ht, 3.08 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type nw 24 0.390
n 18 0.390
all 42 0.390
Ceilings
1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1305 0.032
gypsum board int fnsh
Floors
20P-11t: Fir floor, frm flr, 12" thkns, r-11 cav ins, gar ovr 401 0.078
22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989
41- wrigghtsofft. Right -Suite® Universal 2018 18.0.13 RSU23828
argoCGLNW\Lot114KensingtonReserveLargoCGLNW.rup Calc = MJ8 House faces: NW
0 9.69 291 22.0 659
0 10.8 259 12.0 289
0 10.8 193 12.0 215
0 10.8 452 12.0 504
30.0 0.89 1157 1.74 2270
11.0 2.16 865 1.12 448
0 27.4 2835 0 0
2018-Jun-16 07:23:59
Page 2
PtSummary Job: Lot 114KensingtonReserProjectwrightsoft• Y Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web, WWW.DEL-AIR.COM
For: RYAN HOMES
3913 CRAWLEY DOWN LOOP, SANFORD, FL32773
Notes: L.S. 06-16-18 SRP
Weather: Orlando/Jetport, FL, US
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 OF
Heating Summary
Structure 18570 Btuh
Ducts 3075 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 21646 Btuh
Infiltration
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 20450 Btuh
Ducts 5473 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 25922 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi -tight
Fireplaces 0 Structure 2464 Btuh
Ducts 1813 Btuh
Central vent (0 cfm) 0 Btuh
Heating Coolin none)
Area (ft2 218 2182 Equipment latent load 4277 Btuh
Volume (ft3) 18882 18882
Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 30199 Btuh
Equiv. AVF (cfm) 88 47 Req. total capacity at 0.75 SHR 2.9 ton
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ140361 K
AHRI ref :8242629
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 32 OF
Backup:
8.5 HSPF
32600 Btuh @ 47°F
26 OF
1160 cfm
0.054 cfm/Btuh
0.30 in H2O
Input = 0 kW, Output = 0 Btuh, 100 AFUE
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ140361 K
Coil ASPT47D14A
AHRI ref :8242629
Efficiency 12.5 EER, 15 SEER
Sensible cooling 26100 Btuh
Latent cooling 8700 Btuh
Total cooling 34800 Btuh
Actual air flow 1160 cfm
Air flow factor 0.045 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.86
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
4&_ wrioft oft-
Ri ht•Suile® Universal 2018 18 0.13 RSU23828
2018-Jun-16 07:23:59
9 Page 1
4CC% ...argoCGLNW\Lot114KensingtonReserveLargoCGLNW.rup Calc - MJ8 House faces: NW
wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM
Job: Lot114KensingtonReservelL
Date: 7/25/2015
By: FJF
1 Room name Entire House great rm
2 Exposed wall 255.5 ft 62.0 ft
3 Room height 8.5 ft 9.3 ft heat/cool
4 Room dimensions 30.0 x 16.0 ft
5 Room area 2209.5 ftx 480.0 ftz
Ty Construction U-value Or HTM Area ylt Load Area (ft Load
number BtuhVfiz"F) Btut1/ft2) or perimeter (ft) Btuh) or ' perimeter (h) Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 vjt::
GG
12C-Osw 0.091 ne 2.52 285 368 341 860 971 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 12 0 116 264 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 15 0 145 330 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 252 252 1403 1334 149 149 831 791
11 1y 12C-Osw 0.091 se 2.52 285 240 210 529 598 0 0 0 0
I 2A-2om 0.350 se 9.69 21.42 30 3 291 643 0 0 0 0
yl 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 280 207 1154 1098 280 207 1154 1098
2A-2om 0.350 se 9.69 22.54 33 0 317 737 33 0 317 737
I
G
2A-2omd 0.620 se 17.17 16.92 40 40 687 677 40 40 687 677
Y__-G
12C-Osw 0.091 sw 2.52 285 368 353 890 1005 0 0 0 0
2A-2om 0.350 sw 9.69 21.42 15 1 145 321 0 0 0 0
W 13A-2ocs Elk wall, s 0.201 sw 5.57 5.29 355 355 1975 1878 149 149 831 791
12C-Osw 0.091 r1w 2.52 285 240 195 492 555 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 15 0 145 330 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 30 0 291 659 0 0 0 0
Vy
D
13A-20cs Blk wall, s 0201 nw 5.57 5.29 79 55 308 293 0 0 0 0
11DO 0.390 rrvv 10.80 1203 24 24 259 289 0 0 0 0
PII --
L-D
12C-Osw 0.091 2.52 1.45 350 332 837 482 0 0 0 0
11DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 1305 1305 1157 2270 0 0 0 0
F 2OP-11t 0.078 2.16 1.12 401 401 865 448 0 0 0 0
F 22A-tol 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0
6 c) AED excursion 0 312
Envelope loss/gain 15895 15394 5519 3781
12 a) Infiltration 2675 905 709 240
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 5 1150 4 920
Appliances/other 3000 600
Subtotal (lines 6 to 13) 18570 20450 6229 5541
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 18570 20450 6229 5541
15 Duct loads 117% 271% 3075 5473 10% 101/6 623 554
Total room load 21646 25922 6852 6o%
Air required (cfm) 1160 1160 367 273
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
rr wrlgF tsoft- 2018-Jun-16 07 23:59
Right -Suite® Universal 2018 18 0 13 RSU23828 Page 1
argoCGLNW\Lot114KensingionReserveLargoCGLNW.rup Calc - MJ8 House faces: NW
wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot1141(ensingtonReservelL
Date: 7/25/2015
By: FJF
1 Room name pdr mud rm
2 Exposed wall 8.0 ft 6.0 1t
3 Room height 93 ft heal/cool 9.3 if heat/cool
4 Room dimensions 4.5 x 8.0 it 6.0 x 6.0 if
5 Room area 36.0 fix 36.0 t12
Ty Construction U-value Or HTM Area (ftg Load Area (fig Load
number Btuh112-11F) Btuh/fig or perimeter (it) Btuh) or perimeter (it) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool
6 yl 12C-Osw 0.091 ne 252 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
L GG 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 56 56 312 297
11 V 12C-Osw 0.091 se 2.52 285 0 0 0 0 0 0 0 0
I-G 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
Vy 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 2254 0 0 0 0 0 0 0 0
I
G
2A-2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0
t--C
12C-Osw 0.091 sw 2.52 285 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 75 75 416 395 0 0 0 0
12C-0sw 0.091 nw 2.52 285 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om 0.350 rw 9.69 21.97 0 0 0 0 0 0 0 0
Vy
D
13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
11D0 0.390 nw 10.80 1203 0 0 0 0 0 0 0 0
P1
L-D
12C-Osw 0.091 252 1.45 0 0 0 0 79 61 155 89
11D0 0.390 n 10.80 1203 0 0 0 0 18 18 193 215
C 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0
F 20P-111 0.078 216 1.12 0 0 0 0 0 0 0 0
F 22A-id 0.989 27.40 0.00 36 8 219 0 36 6 164 0
6 c) AED excursion 23 33
Envelope loss/gain 635 373 824 567
12 a) Infiltration 92 31 69 23
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 726 404 893 591
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 726 404 893 591
Duct loads 1109/, 1 10%01 73 40 101/0 101% 89 59
r Total room load 799 444 982 650
Air required (cfm) 43 20 53 29
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlgF tsoTt- 2018-Jun-16 07:23:59
4A
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
argoCGLNW\Lotll4KensingtonReserveLargoCGLNW.rup Calc = MJ8 House faces, NW
wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407.333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR COM
Job: Lot114KensingtonReservelL
Date: 7/25/2015
By: FJF
1 Room name kitchen mstr nn
2 Exposed wall 27 5 ft 30.5 ft
3 Room height 9.3 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 352-5 ft 1.0 x 251.5 ft
5 Room area 3525 ftz 251.5 ftz
Ty Construction U-value Or HTM Area (ftq Load Area (ftq toad
number Btuh/ft2-*F) 131uh/t12) or perimeter (h) Btuh) or perimeter (h) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V 12C-Osw 0.091 ne 252 285 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0GG2A-20m 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 47 47 260 247 0 0 0 0
11 V 12C-Osw 0.091 se 2.52 285 0 0 0 0 108 78 197 222
I 2A-2om 0.350 se 9.69 21.42 0 0 0 0 30 3 291 643
Vy 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 2254 0 0 0 0 0 0 0 0
I
G
2A-2omd 0.620 se 17.17 1692 0 0 0 0 0 0 0 0
12C-Osw 0.091 sw 2.52 285 0 0 0 0 136 136 343 387
2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 131 131 728 692 0 0 0 0
1213-0sw 0.091 rtw 2.52 285 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om 0.350 rry 9.69 21.97 0 0 0 0 0 0 0 0
Vy
V--D
13A-2ocs Blk wall, s 0.201 nw, 5.57 5.29 79 55 308 293 0 0 0 0
11DO 0.390 nw, 10.80 1203 24 24 259 289 0 0 0 0
P 12C-Osw 0.091 2.52 1.45 271 271 682 393 0 0 0 0
11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 0 0 0 0 252 252 223 437
F 20P-11t 0.078 216 1.12 0 0 0 0 0 0 0 0
F 22A-td 0.989 27.40 0.00 353 28 753 0 0 0 0 0
6 c) AED excursion 172 202
Envelope loss/gain 2990 1742 1053 1892
12 a) Infiltration 315 106 299 101
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 1200 600
Subtotal (lines 6 to 13) 13305 3048 11352 2823
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3305 3D48 1352 2823
15 Duct loads 1 10% 100/0 330 305 26% 42% 357 1173
Total mom bad 3635 3353 1710 3996
Air required (cfm) 1% 11% 92 179
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrtgf ttsofC- 2018-Jun-1607:23:59
P.
Right -Suite® Universal 2018 18 0.13 RSU23828 Page 3
argoCGLNW\Lot114KensingionReserveLargoCGLNW.rup Calc = MJ8 House faces: NW
wrightsoft' Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot114KensingtonReservelL
Date: 7/25/2015
By: FJF
1 Room name rm 3 wic rm 2
2
3
Exposed wall
Room height
12.0 it
8.0 if heat/cool
7.0 it
8.0 ft heal/cool
4
5
Room dimensions
Room area
7.0 x 5.0 it
35.0 ftz
10 x 149.8 it
149.8 ftz
Ty Construction
number
U-value
BtutVft2'F)
Or HTM
Btuh/fig
Area (fig
or perimeter (it)
Load
Btuh)
Area (fig
or perimeter (ft)
Load
Btuh)
Heal Cool Gross N/P/S Heat cool Gross N/P/S Heat cool
6 V r
IL--Ci
12C-Osw
2A-2om
2A-2om
0.091
0.350
0.350
ne
ne
ne
2.52
9.69
9.69
285
21.97
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
W
Vjl
13A-2ocs Blk wall, s
12C-Osw
0.201
0.091
ne
se
5.57
2.52
5.29
2.85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
13A-2ocs BIk wall, s
2A-2om
0.350
0.201
0.350
se
se
se
9.69
5.57
9.69
21.42
5.29
2254
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4?r
2A-2omd
12C-Osw
0.620
0.091
se
sw
17.17
252
16.92
285
0
40
0
40
0
101
0
114
0
20
0
20
0
50
0
57
r C
W
Vy
2A-2om
13A-2ocs Blk wall, s
12C-Osw
0.350
0.201
0.091
sw
sw
nw
9.69
5.57
252
21.42
5.29
285
0
0
56
0
0
56
0
0
141
0
0
159
0
0
36
0
0
21
0
0
53
0
0
60
2A-2om
2A-2om
0.350
0.350
nvv
nw
9.69
9.69
21.97
21.97
0
0
0
0
0
0
0
0
15
0
0
0
145
0
330
0II___GC
yl
D
13A-2ocs Blk wall, s
11DO
12C-Osw
0201
0.390
0.091
nw
nw
5.57
10.80
252
5.29
1203
1.45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
L---D 11DO
16B-30ad
0.390
0.032
n 10.80
0.89
12.03
1.74
0
35
0
35
0
31
0
61
0
150
0
150
0
133
0
260C
F 2OP-llt 0.078 2.16 1.12 35 35 76 39 84 84 160 93
F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 22 126
Envelope loss/gain 349 351 562 926
12 a) Infiltration 118 40 69 23
b) Room ventilation 0 0 0 0
13 Intemaf gains- Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 466 391 631 949
Less extemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 466 391 631 949
151 Duclloam 1260/6 420/6 123 163 26% 429/6 167 394
Total room load I 590 554 797 1344
Air required (cfm) 1 132 25 143 60
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
i`I' wrlgr tsott- 2018-Jun-16 07:23:59
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 4
argoCGLNW\Lotll4KensinglonReserveLargoCGLNW.rup Calc - MJ8 House faces: NW
wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 114KensingtonReserveL...
Date: 7/25/2015
By: FJF
1 Room name rm 3 bth 1
2 Exposed wall 26.0 ft 5.5 fl
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 156.0 it 11.0 x 5.5 it
5 Room area 156.0 fiz 60.5 fie
Ty Construction U-value Or HTM Area (fig Load Area (fig Load
number Btuh/ftz"F) Btuh/fig or perimeter (ft) Btuh) or perimeter (it) Bluh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V 12C-Osw 0.091 ne 252 285 8B 88 222 251 44 44 111 125
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0GG2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0
11 VLr 12C-0sw 0.091 se 2.52 285 0 0 0 0 0 0 0 0
IG 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22-54 0 0 0 0 0 0 0 0
2A-2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0
V+r 12C-Osw 0.091 sw 2.52 285 4 4 10 11 0 0 0 0
I-' 2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
12C-0sw 0.091 nw 2.52 285 116 86 217 245 0 0 0 0
2A-2om 0.350 r1w 9.69 2197 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 30 0 291 659 0 0 0 0
VjlLO 13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
11D0 0.390 nw 10.80 1203 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0
11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 156 156 138 271 61 61 54 105
F 2OP-111 0.078 2.16 1.12 156 156 337 175 61 61 131 68
F 22A-td 0.989 27.40 000 0 0 0 0 0 0 0 0
6 c) AED excursion 236 17
Envelope loss/gain 1215 1847 295 281
12 a) Infiltration 255 86 54 18
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1470 1934 349 300
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1470 1934 349 300
15 Duct loads 26% 1 429% 1 388 803 26% 42% 92 124
Total room load I 18581 2737 441 424
Air required (cfm) 100 122 24 19
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlgFstsoTt- 2018-Jun-16 07:23:59
P. -- • -- - -
Right -Suite® Universal 2018 18 0.13 RSU23828 Page 5
argoCGLNW\Lot114KensingionReserveLargoCGLNW.rup Calc = MJ8 House faces: NW
wrightsoft• Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 114Kensing ton ReserveL... Date:
7/25/2015 By:
FJF 1
Room name laundry rm 4 2
Exposed wall 5.5 it 11.0 it 3
Room height 8.0 ft heat/cool 8.0 ft heat/cool 4
Room dimensions 6.5 x 5.5 ft 1.0 x 132-3 ft 5
Room area 35.8 f12 132-3 f12 Ty
Construction U-value Or HTM Area (ftq Load Area (ftq Load number
BtutVftz"F) BtufUftq or perimeter (ft) Btuh) or perimeter (h) Bluh) Heat
Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
12C-Osw 0.091 ne 252 285 44 44 111 125 88 73 184 208 CG
T2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 2A-
2om 0.350 ne 9.69 21.97 0 0 0 0 15 0 145 330 W
13A-2ocs Blk wall, s 0.201 ne 5.57 529 0 0 0 0 0 0 0 0 11
V 12C-Osw 0.091 se 2.52 2.85 0 0 0 0 0 0 0 0 I-
G 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 V
f 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.350 se 9.69 2254 0 0 0 0 0 0 0 0 I
G
2A-
2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0 12C-
Osw 0.091 sw 252 285 0 0 0 0 0 0 0 0 2A-
2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0 W
13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 V+
f 12C-Osw 0.091 r1w 2.52 2.85 0 0 0 0 0 0 0 0 2A-
2om 0.350 r1w 9.69 21.97 0 0 0 0 0 0 0 0 I
2A-2om 0.350 r1w 9.69 21.97 0 0 0 0 0 0 0 0 Vjl
D
13A-
2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0 11D0
0.390 nw 10.80 1203 0 0 0 0 0 0 0 0 P
12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 11D0
0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C
1613-30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230 F
20P-111 0.078 2.16 1.12 18 18 38 20 0 0 0 0 F
22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 44 11 Envelope
loss/gain 180 163 447 778 12
a) Infiltration 54 18 108 37 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 600 0 Subtotal (
lines 6 to 13) 234 781 555 815 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 234 781 555 815 15
Duct loads 1 260/6 429/6 1 62 325 26% 420/6 147 338 Total
room bad 296 1106 701 1153 Air
required (cfm) 16 49 38 52 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgFr
tsoTt- 2018-Jun-16 07:23:59 A --
Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 6 argoCGLNW\
Lot114KensrngtonReserveLargoCGLNW rup Calc = MJ8 House faces: NW
wrightsoft- Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333.2665 Fax, 407-333-3853 Web: WWW DEL -AIR COM
Job: Lot114KensingtonReserveL...
Date: 7/25/2015
By: FJF
1 Room name msir bill msir wic
2 Exposed wall 22.0 it 7.5 ft
3 Room height 8.0 it heal/cool 8.0 it heat/cool
4 Room dimensions 1.0 x 111.0 ft 7.5 x 5.0 it
5 Room area 111.0 ftz 37.5 fie
Ty Construction U-value Or HTM Area (fig Load Area (fig Load
number Btuh/ft2--F) Btuh/fig or perimeter (it) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Vy 12C-Osw 0.091 ne 252 285 104 92 232 262 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 12 0 116 264 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall. s 0.201 ne 557 5.29 0 0 0 0 0 0 0 0
11 V1_G
12C-Osw 0.091 se 2.52 285 72 72 181 205 60 60 151 171
2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
Vy 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 2254 0 0 0 0 0 0 0 0
I
G
2A-2omd 0 620 se 17.17 1692 0 0 0 0 0 0 0 0
12C-Osw 0.091 sw 252 285 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
12C-Osw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
Vy
D
13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
11D0 0.390 nw 10.80 1203 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 111 111 98 193 38 38 33 65
F 2OP-111 0.078 216 1.12 0 0 0 0 0 0 0 0
F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 16 14
Envelope loss/gain 628 907 184 222
12 a) Infiltration 216 73 74 25
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 844 980 258 247
Less external load 0 0 0 0
Less transter 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 844 980 258 247
15 Duct loads 1 26% 420/, 223 407 261/6 429/6 1 68 103
Total room load 1067 1387 326 350
Air required (cfm) 57 62 17 16
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
f wrtgtirsott- 2018-Jun-16 07,23 59
Righl-Suite® Universal 2018 18 0 13 RSU23828 Page 7
argoCGLNW\Lot114KensingtonReserveLargoCGLNW.rup Calc = MJ8 House faces: NW
wrightsoft• Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot114KensingtonReservel-
Date: 7/25/2015
By: FJF
1 Room name msir wic int mstr we
2 Exposed wall 0 it 0 if
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 5.5 x 4.5 it 5.5 x 4.0 it
5 Room area 24.8 ft= 220 f12
Ty Construction U-value Or HTM Area (fig Load Area (fig Load
number Btuh/fiz°F) Btuf1/f12) or perimeter (ft) Btuh) or perimeter (ft) Bluh)
Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 yl
G
12C-Osw 0.091 ne 252 285 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0
11 yl 12C-Osw 0.091 se 2.52 285 0 0 0 0 0 0 0 0
I-G 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
V 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 2254 0 0 0 0 0 0 0 0
I
G
2A-2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0
Vy 12C-Osw 0.091 sw 252 285 0 0 0 0 0 0 0 0
I-.G 2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
Vy 12C-Osw 0.091 rnv 2.52 285 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
I
G
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
Vy
t--D
13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
11D0 0.390 nw 10.80 1203 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
11D0 0.390 in 10.80 1203 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 25 25 22 43 22 22 20 38
F 20P-111 0.078 216 1.12 0 0 0 0 0 0 0 0
F 22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 2 2
Envelope loss/gain 22 41 20 36
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 22 41 20 36
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 22 41 20 36
15 Duct loads 1261/6 1 420/6 6 17 26% 42% 5 15
Total room load 28 58 25 51
Air required (cfm) 1 3 1 2
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
f wrlghtsofC- 2018-Jun-16 07,23:59
Right -Suite® Universal 2018 18 0.13 RSU23828 Page 8
argoCGLNW\Lot114KensingionReserveLargoCGLNW.rup Calc - MJ8 House faces: NW
wrightsoft' Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR COM
Job: Lot 114KensingtonReserveL...
Date: 7/25/2015
By: FJF
1 Room name loft
2 Exposed wall 25.0 ft
3 Room height 8.0 ft heat/cool
4 Room dimensions 1.0 x 289.0 ft
5 Room area 289.0 ft2
Ty Construction
number
U-value
BlutVftL*F)
Or HTM
BtutUftq
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area
or perimeter
Load
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V 12C-Osw 0.091 ne 252 2.85 0 0 0 0
I-CG; 2A-2om
2A-2om
0.350
0.350
ne
ne
9.69
9.69
21.97
21.97
0
0
0
0
0
0
0
0
W 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0
11 VG 12C-Osw 0.091 se 252 2.85 0 0 0 0
l- 2A-2om 0.350 se 9.69 21.42 0 0 0 0
13A-2ocs Blk wall, s
2A-2om
0.201
0.350
se
se
5.57
9.69
5.29
22.54
0
0
0
0
0
0
0
0
2A-2omd 0.620 se 17.17 1692 0 0 0 0
12C-Osw 0.091 sw 252 2.85 168 153 386 436
W
2A-2om
13A-2ocs Blk wall, s
0.350
0.201
sw
sw
9.69
5.57
21.42
5.29
15
0
1
0
145
0
321
0
v 12C-0sw 0.091 nw 2.52 285 32 32 81 91
CL2 2A-2om 0.350 nw 9.69 21.97 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0
yI
D
13A-2ocs Blk wall, s 0.201 rtw 5.57 529 0 0 0 0
11 DO 0.390 nw 10.80 1203 0 0 0 0
P
L--D
12C-Osw 0.091 2-52 1.45 0 0 0 0
11DO 0.390 n 10.80 12.03 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 289 289 256 503
F 20P-111 0.078 2 16 1.12 48 48 104 54
F 22A-td 0.989 27.40 0.00 0 0 0 0
6 c) AED excursion 83
Envelope loss/gain 972 1487
12 a) Infiltration 245 83
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 1217 1570
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 1217 1570
15 Duct loads 1 269/6 1 429/6 1 322 652
Total room load I 1 15381 2222
Air required (cfm) 82 99
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
1 wrtgF tsoYt- 2018-Jun-16 07.23:59
Right-Suile® Universal 2018 18.0.13 RSU23828 Page 9
argoCGLNW\Lot114KensingtonReserveLargoCGLNW rup Calc - MJ8 House faces NW
Duct System Summary Job: Lot114KensingtonReser...
wrightsoft• y y Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Project• •
For: RYAN HOMES
3913 CRAWLEY DOWN LOOP, SANFORD, FL32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.202 in/100ft
1160 cfm
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.202 in/100ft
1160 cfm
119 ft
Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
bth 1 h 441 24 19 0.237 4.0 Ox 0 VIFx 16.1 85.0 SO
great rm h 3426 184 136 0.208 8.0 Ox 0 VIFx 23.2 92.0 st2
great rm-A h 3426 184 136 0.218 8.0 Ox 0 VIFx 18.0 92.0 st2
kitchen h 3635 195 150 0.219 8.0 Ox0 VIFx 17.4 92.0 st2
laundry c 1106 16 49 0.235 4.0 Ox0 VIFx 16.9 85.0 st1
loft c 2222 82 99 0.295 6.0 Ox 0 V I Fx 11.3 70.0
mstr bth c 1387 57 62 0.295 5.0 Ox 0 VIFx 11.3 70.0
mstr rm c 3996 92 179 0.304 8.0 Ox 0 VIFx 9.1 70.0
mstr we c 51 1 2 0.304 4.0 Ox 0 VIFx 8.9 70.0
mstr wic h 326 17 16 0.294 4.0 Ox 0 VIFx 11.6 70.0
mstr wic int c 58 1 3 0.326 4.0 Ox 0 VIFx 3.5 70.0
mud rm h 982 53 29 0.212 4.0 Ox 0 VIFx 21.3 92.0 st2
pdr h 799 43 20 0.202 4.0 Ox 0 VIFx 27.1 92.0 st2
rm 2 c 1344 43 60 0.232 6.0 Ox 0 V I Fx 18.4 85.0 st 1
rm 3 c 2737 100 122 0.225 6.0 Ox 0 VIFx 21.9 85.0 st1
rm 3 wic h 590 32 25 0.209 4.0 Ox 0 VIFx 29.8 85.0 SO
rm 4 c 1153 38 52 0.300 6.0 Ox 0 VIFx 10.1 70.0
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st2 Peak AVF 657 472 0.202 615 14.0 0 x 0 VinlFlx
sti Peak AVF 213 276 0.209 624 9.0 0 x 0 VinlFlx
Wrightson'
2018-Jun-16 07:24:00
Right -Suite® Universal 2018 18 0 13 RSU23828 Page 1
ACCK...argoCGLNW\Lot114KensingtonReserveLargoCGLNW.rup Calc - MJ8 House faces. NW
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox0 1160 1160 0 0 0 0 Ox 0 VIFx
wrightsoR2018-
Jun-16 07:24 00 y/
Right-
Suile® Universal 2018 18 0.13 RSU23828 ilCCApage
2
argoCGLNW\Lot114KensingtonReserveLargoCGLNW.
rup Calc = MJ8 House faces: NW
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot114KensingtonReserveLargoCGLNW Builder Name: RYAN HOMES
Street: 3913 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac 3s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sorinkler cover plates and walls or ceilings -
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
6/16/2018 7.36 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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DESCRIPTION AS FURNISHED: Lot 114, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Pub1lic Records of Seminole .County, Florida.
PLOT PLAN FOR (/ CERTIFIED TO: Ryan Homes/NVR 'Inc.
TRACT ,I
POND-D
9h
S 40013'15" W
40.00'
y
ti9
31.50'
LOT 114
41.50'
A,oh 0
14.
0, A\
o
LANAI 5.
00' 5.00' 30.
0' O
Q.)
LOT
175 !} to LOT 113 PROPOSED
MODEL o r1
LARGO VS1 - C O) •, GARAGE
LEFT ENTRY
8 7' O !
O
5.
00' 21.3Yi 16'
DRIVE 3 25.
5 [5.50' 10'
UTIL. ESMT. P.
C. 275.00' o----
I--- -------- - WALK
9
O CURB
S
40013'15" W 40.
00' 500'
f5P /e>`ZgQ3 r
ZONINaa
DATE Ok
to construct single family home with
setbacks and impervious area shown
on plan. y3.4 % gip• ry95
Lay -
soVS - G, C L--------------- CRA
XLEr -DO TAN L OOP 50'
PRIVATE R/W) PROPOSED =
FINSHED SPOT PER
DRAINAGE PLANS PROPOSED
DRAINAGE LOT
GRADING TYPE A PROPOSED
FINISH FLOOR PER GRADE
ELEVATIONS FLOW
GFO I
y oQ05 PLANS31.2' QQ PLOT
PLAN ONLY NOT A SURVEY OWiLUNYV JLIOM rtJ: NJ rVrtlVpnCV PLOT
PLAN AREA CALCULATIONS FRONT =
25' REAR =
20' IMPERVIOUS
COVERAGE = 1,998t SQUARE FEET OR 43.47. SIDE 5' FOR 40' LOTS LOT
CONTAINS 4,600t SQUARE FEET SIDE = 7.5' FOR 60' LOTS LIVING
AREA CONTAINS 1,353t SQUARE FEET SIDE = 10' FOR 75' LOTS r
CONE
LANAI PORCH CONTAINS 645t SQUARE FEET SIDE STREET = 25' Y C.
RUS'EINMEivER-SCOTT ASSOC, INC. - LAND ,S'UR1l.E'Y Of LS t'
LEGEND -
LCGEND - P •
PLAT PDL. • POINT ON LINE 5400
E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 r r
r1ELD TYP. • TYPICAL NOTES: IP. •
IRON PIPE PR.G POINT Of REVERS[ CURVATURE I' I.
R. IRON ROD P - POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.
K CONCRETE MONUMENT RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472027. FLORIDA SrAIUES SET
I.R. .,1/2' IR. •/RLR 4596 NA. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC.
RECOVERED WA WITNESS POINT J. THIS SURVEY WAS PREPARED FROM RILE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.
O.R. POINT Or RCGINNING PDC •
PONT Or CBMHENCCMENT CALL.
CALCULATED P.
R.H. PERMANENT RErCRCNCE MONUMENT OR
EASEMENTS THAT AFFECT THIS PROPERTY. 4,
NO UNDERGROUND IMPROKMENTS HAVE BEEN LOGTED UNLESS OTHERWISE SHOWN. CENTERLINE
NLD .
NAIL L DISK rF.
FINISHED FLOOR ELEVATION RSl.
BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY R/
W RIGHT -Or -WAY RH. • RENCHMAR K O. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES ESMT. EASEMENT
R.R. RASE ERRING 7. BEARIVCS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. • DRAINAGE
e. ELEVArONS, IF SHOWN, -ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UT IL.
UT ILI I7 CLFC CHAIN
LINK rENCE i D. CERTIFICATE OF AVTHOR174TION No. 4596. VD.FC.
WOOD rENCE C/D
CONCRETE BLOCK p,C
P.1. POINT Or
CURVATURE POINT or
TANGENCY DESC. DESCRIPTION
R RABIUS
L ARC
LCNGTH 0 DELTA
C CHORD
C p.
CHORD RCAPING THIS BUILDING/
PROPERTY THE ESTABLISHED
100 YEAR ZONE •X'
cc NORTH
ES
NOT
UE WITHIN D PLANE
AS PER 'FIRM' S 12117CO09OF (
09-28-07) CERTIFIED BY:
TOM RUSENM
ER, R51 % 4714 DAMES SCOTT.
R.L.S A 4801 SCALE I—
I' - 20 —M DRAWN BY: •• DATE ORDER
No. — PLOT PLAN
06-11-2018 1 3580-18
RECORD COPY
D City of Sanford
Building and Fire Prevention
Product Approval S ecification Form
r,,,,
I,,-
0R.,-)
Permit ## 1 2 9 0 3
Project Location Address 39 ( - Cr
As required by Florida Statute 553.842 and Florida Admlrrl'strative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildin-.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461-R3
Sliding Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
Awl ROOF
TRUSSES
A FLORIDA CORPORATION
M
C(4Oan
cV
co
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
PROJECT: KENSINGTON RESERVE
o COUNTY: SEMINOLE
si
LOT/BLK/MODEL: LOT.114 / MODEL:LARGO V1 / ELEV:C / GAR L
JOB#: 72572
MASTER#: WRCLG1CL9
OPTIONS: LANAI::9'-4" CLG
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
4-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCLG1CL9 JOB #72572 A-1 Roof Trusses
4451 St Lucie Blvd
Site Information:
Fort Pierce, FL 34946
Customer Info: RYAN HOMES Project Name:
Lot/Block: LOT #114 Model: LARGO v1 "C"
Address: Subdivision:
City: County: VARIES State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design -Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 48 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, 1 hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date
1 A0011778 A01 512/18 13 A0011790 CJ3 5/2/18 25 A0011802 FL05 5/2/18
2 A0011779 A02 512/18 14 A0011791 CJ4 5/2/18 26 A0011803 FL06G 5/2/18
3 A0011780 A03 5/2/18 15 A0011792 CJ5 5/2/18 27 A0011804 FL07GE 5/2/18
14 A0011781 A04 5/2/18 16 A0011793 E01 5/2118 28 A0011805 FL08 5/2/18
15 A0011782 A05 5/2/18 17 A0011794 F01 5/2/18 29 A0011806 FL09 5/2/18
16 A0011783 A06 5/2/18 18 A0011795 F02 5/2/18 30 A0011807 FL10 5/2/18
7 A0011784 B01 5/2/18 19 A0011796 FG02 5/2/18 31 A0011808 FL11 5/2/18
8 A0011785 B02 5/2/18 20 A0011797 FG04 5/2/18 32 A0011809 FL12GE 5/2/18
9 A0011786 B04 5/2/18 21 A0011798 FL01 5/2/18 33 A0011810 HJ2A 5/2/18
10 A0011787 CA 5/2/18 22 A0011799 FL02GE 5/2/18 34 A0011811 HJ3A 5/2/18
11 A0011788 1 CAA 5/2/18 23 A0011800 FL03 5/2/18 35 A0011812 HJ6 5/2/18
12 A0011789 1 CJ2 5/2/18 1 24 A0011801 1 FL04 5/2/18 36 A0011813 HJ7 5/2/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE.The seal on these drawings indicate acceptance of professional Q.•••••••••• eOif.
GE N SF••. engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the gop83 . • building designer, perANSIITPI-1 Sec. 2. N * w
The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the t
construction documents (also referred to at times as 'Structural Engineering Documents)
provided by the Building Designer indicating the nature and character of the work. i • jW
The design criteria therein have been transferred to Anthony Tombo III PE by [A1 Roof
Trusses location]. These TDDs to times 'Structural
fir
or specific (also referred at as
Engineering Documents) are specialty structural component designs and may be part of the I
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
t ( tyQ••
oynainsW wAuanr ••••••
l•• on:
nEngineer), the seal here and on the TDD represents an acceptance of professional E.nmy.Tmco wr,Ery.a
engineering responsibility for the design the Truss depicted the TDD dril T. TombollI G+---"T_-1 •o-vwmnaaaa Iii11111ofsingleonHwErgno".LLc•,I.n. P.
Building Designer is responsible for and shall coordinate and review the TDDs for s.aoew.e.us
ado 'HIrD.os
compatibility with their written engineering requirements. Please review all TDDs and all Il, P.E.
related notes. 3B BC A2 2100 00 00 00 4C 12 87 DF Page
1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCLGICL9
No. Seal # Truss Name Date
37 A0011814 J2A 5/2/18
38 A0011815 J2C 5/2/18
39 A0011816 J3A 5/2/18
40 A0011817 J6 5/2/18
41 A0011818 J7 5/2/18
42 A0011819 J7C 5/2/18
43 A0011820 M7G 5/2/18
44 A0011821 VO4 5/2/18
45 A0011822 V08 5/2/18
46 A0011823 V12E 5/2/18
47 A0011824 VM3 5/2/18
48 A0011825 VM5 5/2/18
49 STDL01 STD. DETAIL 5/2/18
50 STDL02 STD. DETAIL 5/2/18
51 1 STDL03 STD. DETAIL 5/2/18
52 STDL04 STD. DETAIL 5/2/18
53 STDL05 STD. DETAIL 5/2/18
54 STDL06 STD. DETAIL 5/2/18
55 STDL07 STD. DETAIL 5/2/18
56 1 STDL08 STD. DETAIL 5/2/18
57 STDL09 STD. DETAIL 5/2/18
58 STDL10 STD. DETAIL 5/2/18
59 STDL11 STD. DETAIL 5/2/18
60 STDL12 STD. DETAIL 5/2/18
161 STDL13 STD. DETAIL 5/2/18
62 STDL14 STD. DETAIL 5/2/18
63 STDL15 I STD. DETAIL 5/2/18
64 STDL16 I STD. DETAIL 5/2/18
Page 2of2
Job I russ I cuss ype ty y
A0011778
WRCLGICL9 A01 Hip Girder I 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13:16:54 2018 Page 1
I D: hA3xR N 7 k H 8GY_sQsevncy2zOBn p-J Mqj BzVC xL F M UZsSDu SDi S LA79eDvD RTz Px6r'2z KY3t
1-0 7-0-0 121-9 17-7-7 23-0-0 30-0-0 1-0
0- 7-0-0 5-4-9 9: 2-13 5-4-9 7-0-0 -0-
Dead Load Dell. = 5/16 In
fixft =
13
27 28 12 29 30 11 31 10 32 33
9
Sx8 =
2x4 II
4x10 = 5x10 MT20HS=
2x4 11
5x8 =
3x8 =
7-0-0
LOADING (psi) SPACING- 2-"
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr NO
BCDL 10.0 Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP 240OF 2.0E
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-4-6
oc puriins.
BOT CHORD
Rigid ceiling directly applied or 6-5-11 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size)
2 = 2494/0-3-8 (min. 0-2-1)
7 = 2494/0-3-8 (min. 0-2-1)
Max Horz
2 = 59(LC 9)
Max Uplift
2 = 979(LC 4)
7 = 979(LC 5)
Max Grav
2 = 2494(LC 1)
7 = 2494(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-5141 /2072, 3-20=-6369/2731,
20-21=-6369/2731, 4-21=-6369/2731,
4-22=-6369/2731, 22-23=-6369/2731,
23-24=-6369/2731, 5-24=-6369/2731,
5-25=-6390/2741, 25-26=-6390/2741,
6-26=-6390/2741,6-7=-5138/2070
BOT CHORD
2-13=-1819/4653,13-27=-1818/4669,
27-28=-1818/4669,12-28=-1818/4669,
12-29=-2625/6390,29-30=-2625/6390,
11-30=-2625/6390, 11-31=-2625/6390,
10-31=-2625/6390, 10-32=-1822/4665,
32-33=-1822/4665, 9-33=-1822/4665,
7-9=-1824/4650
12-4-9 17-7-7 23-0-0 30-0-0
CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TC 0.90 Vert(LL) 0.3710-12 961 360 MT20 244/190
BC 0.67 Vert(CT) 0.5610-12 644 240 MT20HS 187/143
WB 0.80 Horz(CT) 0.11 7 n/a n/a
Matrix -MS Weight: 164 Ib FT = 10%
WEBS
3-13=0/510, 3-12=-927/2062,
4-12=-679/474, 5-10=-689/472,
6-10=-942/2090, 6-9=0/501
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; VuIt=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psi
bottom chord live load nonconcurrent with any
other live loads.
6) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide Will fit between
the bottom chord and any other members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 979
lb uplift at joint 2 and 979 lb uplift at joint 7.
8) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 236 lb down and 235 lb up at 7-0-0, 119
lb down and 140 lb up at 9-0-12, 119 lb down and
140 lb up at 11-0-12, 119 lb down and 140 lb up
at 13-0-12, 119 lb down and 140 lb up at 15-0-0,
119 lb down and 140 lb up at 16-11-4, 119 lb
down and 140 lb up at 18-11-4, and 119 lb down
and 140 lb up at 20-11-4, and 236 lb down and
235 lb up at 23-0-0 on top chord, and 369 lb
down and 118 lb up at 7-0-0, 91 lb down and 22
lb up at 9-0-12, 91 lb down and 22 lb up at
11-0-12, 91 lb down and 22 lb up at 13-0-12, 91
lb down and 22 lb up at 15-0-0, 91 lb down and
22 lb up at 16-11-4, 91 lb down and 22 lb up at
18-11-4, and 91 lb down and 22 lb up at 20-11-4,
and 369 lb down and 118 lb up at 22-11-4 on
bottom chord. The design/selection of such
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20
Concentrated Loads (lb)
Vert: 3=-189(F)6=-189(F) 13=-369(F)9=-369(F)
20=-119(F)21=-119(F)22=-119(F)23=-119(F)
24=-119(F)25=-119(F)26=-119(F)27=-74(F)
28=-74(F) 29=-74(F) 30=-74(F) 31=-74(F)
32=-74(F)33=-74(F)
cno cnnnPctinn rfP.vicP/c1 is the racnnnsihllity of
r.4Pb,vd..dt,r—r.'71130It=rVIIIIjQW1111111131tOr711CnI...1,rftrYrphisadmiOn.b,hn,Mspkt.ollTte!d[isW-F1.s rr4rltd.-SimW-.,mrr n,e..0wdMmrn,.1 I dlhirmmtond..d „Mt.e,
0110d
s,.h.0rmptq.np,.str.,kIn.a;u .1 trr udn uFr,y.ulw,n" m eve,u u rdnran.r,,rny in*4omd,ayrtymtne,Tw.q.d s!et rr u,.p nnyn,n.Irrgrm.LrmmT Anthony Tombo III, P E ,d,udAul n,Nrnl.IliynO,r„P.,tlJa; 5'set„
WIN miadmW,,,dWtr.,,. yladSSnry,.b,MmrdYrt{ddl.o,iuNwind 2 80083 4eil.yh,padpnm,l0 ar,nM YIODdbrrNr,.1*rl„dtn
4dq(gwN Sd,O hS mr. p6rjpWddhT11d W1,rdYRd r,ar,I P.lu, RVI L,lhrry.ellar,e/lnnd4llnf A,¢n,he,CnPFgrw ad lm[Yr1.rn,u„ n.,uW.lq.(ttta gist mtq it dl Pin lnthd
mmu anP tym,otu e.la er,.,nt:u, stem hrwadolwq mmawdr., ,nrawnTnl. 4451 Lucie Blvd. Fort Pierce, ce, FL 34946 OPpilb0701AAdlist hates-
Attfmtl.hidsIII, P.
I. tepubmttdhisbrectm,msly lum,isinaiibetl
itheatthtwiOetptrmissinhem Ad feel hisses -Ambmy1.ltnlaill,Ll.
Job Truss I russ I ype uty Ply
WRCLGICL9 A02 Hip 2 1
A0011779
Job Reference o tional
on ,ai .>• 6. ue,ryr,t&d i uuss.o tun. 8.120 s Nov 12 20117 Print: 8 120 s Nov 12 2017 M7ek Industries. Inc Wed MayY 2 13 16ID:hA3xRN7kH8GY sOsevncy2zOBnD-nZO50JWaifND6lRenczSFftPaZvwenHel
4x6
3x4 = 4x6
Dead Load Defl. = 3/16 in
3x6 II
3x4 = 4x6 = 3x4 =
3x6 II
LOADING(ps' SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-5
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
8 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 74(LC 12)
Max Uplift
2 = 357(LC 8)
8 = 357(LC 9)
Max Grav
2 = 1260(LC 1)
8 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-950/0, 3-4=-2125/1421,
4-5=-1992/1451,5-6=-1992/1450,
6-7=-2125/1421, 7-8=-950/0
BOT CHORD
2-12=-1101/1872, 11-12=-1336/2204,
10-1 1=-1336/2204, 8-10=-1104/1872
WEBS
4-12=-104/469, 5-12=-404/271,
5-10=-404/271, 6-10=-104/469
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
CSI. DEFL. in (loc) I/defl Ud
TC 0.65 Vert(LL) 0.20 12-15 999 360
BC 0.96 Vert(CT) 0.3812-15 946 240
WB 0.31 Horz(CT) 0.09 8 n/a n/a
Matrix -MS
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 357
lb uplift at joint 2 and 357 lb uplift at joint 8.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 129 Ib FT = 10%
f rhl. rlleu t4rq!lt rrF.n'll ndi aRSOI'S[OII'IQl:IIi BINS I((Miflintal7x(QI:7;IareR[KrLLll•hs. EMi ksipp hntml er uM ntun!rtprr.,IN, nin!lrl! I. Irrar I. 4hvrismk"^r ue1!1dw -Vr a tn,y
tuldrsrorlL111MrrW MM1r ae rrrl rleknl rvp tqr(1r•Stgiwdmu wgI011vnm1 vMerrl orpau.rqw,q rrq.WearMnenpah t/rinu 1p.nle ml0o rdi.In I, 1 Inp u pm.lrrat rrenw l rl Y
I Inrarn i—wint 16gk rrnprWJc!o1 O.sn 60.ri1r rvrrp!r^ml Iliq Druprr,brrNnrl tr dl,lrlKdtr 6d l.Nq MldlM1l ingfnJN6IWdnErH nlAMinn 1dglMrtwigr, rtlGnn 1rr lMrhnlpWlf.d Anthony T. TOrttiJO III, PE
fY IiYal hlpu dOr i 10 alai r^410Ddhp ul f parinudm rAYq[r p r Stlrq l{r-m P(SIJpNnreh tNd41(Imr!hr.vlY pr p arA Rtl rSrt Nl rryrnJlan dlren r•L Iin1 Au 1in10n 80083
n nuldud lit[rt igM q amq llupnn nYrtl ari^uhup Eq nrlt 1L16Ida111up,nlu!1S h
a"• W^.rrmr Mrnnu,.Y11 4451 St. Lucie BlvdIETundrrwqi0W9WNatnnldaelIILI.
GppgYt07(IIAAdlulhnsn A tlagl.l mhnlll.11. bprdedioedtlislomnem,ineiylnr,isprohlMwilltrilYe+nttopermilduheaA-Ilenfhisses•Acdlenrl.Isnt il6rt.
Fort Pierce, FL 34946
Job I russ Truss type
1717, A0011780
WRCLGICL9 A03 Hip
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34916, design®a1 Wss.com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Wed May 2 13:16,56 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-FlyUcf WSTzV4jt?gLJUhotOYRyLZNGfmRjQDwwzKY3r
11-0 Q 5-7-14 11 0 0 19 0 0 2a 4-2 30 0 0 31 aP
0- 5-7-14 5-4-1 8-0-0 5 4-1 5-7-14 -0-
Dead Load Dell. = 1/8 in
4x6 =
4x8 =
o
lC' Cbd
13 11
4x6 II
3x8 =
3x6 =
3x4 = 4x6 II
114)-0 19-0-0 30-0-0
11-0-0 8-0-0 11-0-0
Plate Offsets (X,Y)- 2:Edge,0-0-0), [6:0-5-0,0-2-01, [9:Edge,0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.22 11-20 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.46 11-20 788 240
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.08 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 145 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP N0.3 1-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-5
oc puriins.
BOT CHORD
Rigid ceiling directly applied or 6-2-2 oc bracing.
WEBS
1 Row at midpt 6-13
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size)
2 = 126010-3-8 (min.0-1-8)
9 = 1260/0-3-8 (min.0-1-8)
Max Horz
2 = 89(LC 13)
Max Uplift
2 = 339(LC 12)
9 = 339(LC 13)
Max Grav
2 = 1260(LC 1)
9 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1207/130, 34=-2239/1628,
4-5=-1932/1362,5-6=-1739/1343,
6-7=-1932/1362, 7-8=-2239/1628,
8-9=-1208/129
BOT CHORD
2-13=-1341/2009,12-13=-963/1739,
11-12=-963/1739,9-11=-1348/2009
WEBS
4-13=-322/427, 5-13=-81/417,
6-11=-82/417. 7-11=-322/427
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide Will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 339
lb uplift at joint 2 and 339 lb uplift at joint 9.
LOAD CASE(S)
Standard
IN
mry.nnee. r..1r riDr'amM10ki'l r;Itut wX117'l.. rA,rdrr•r+tlnsednrem.nrhnrk pr,e.ln+7 dor.n le+loo,II d.-SSenks,ne
rimp
ldrssdSn.mddl.Wm,.y
WInr Isn,unrrwarornouh.el.11.1kWftp-pr.sK,rrylq.Mnw.lcrn nmr.mar dlrrdnu.drew•ulny.waar ra rdorr>ronrnrmr.aao.q.r.lalnapnsulw rtryemonLrrernj Anthony T. Tombo 111, P.E. I due0Wlmfhennham isOrres,w.Yh:
de.Q—. umnrsss{sminanluRlllluhO.+n•rroNrlyefrtbIWI.gkrgni,.Ill0ran111•
r,(
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pay trgoer tarp 6Y.m.1rtSlJrlbJefry llld 1111 nrhen7w[tnd(./m lM1l•frs Lreyrallarrd Wnd4hnskgr..hnr kr{sEga.dlrns h r:tn., un 44515t. Lucie Blvd. AMuW drysf ogd q...myryrO lrn wdui Mlnssksr Eq.
nhrtl Yid'Iq ksyn,.In:r Slm.[st..r.dq.dfg14mJd IoIl nnnldnli.Ml. Fort Pierce, FL 34946 Gppit1107hIdA•Ibdhuses•Au1YegLlombe0l,r.f.tepnduciooellhisiomnem,inall two, ispmlildd.
ithemlit rinespermissiM hem Ad tool lnues-Anthony 1.6nhoIII, r.I.
o Fuss Fuss Type yPly
A0011781
WRCLGICL9 A04 Hip 2 1 JJob Reference (optional)
Moor Trusses. Fort Pierce. FL 34946. oeslgn@altruss com Run. 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 M7ek Industries, Inc. Wed May 2 13:16:57 2018 Page 1
ID:hA3xRN7kH8GY sQsevncy2zOBnp-jxWsp?XSDGdxLOalu1?wK4zghMbC6ikvfNAmSMzKY3q
11-0 6 5-13 13 0 17-0.0 23-6-3 30 0 31-0 p
O 6-5-13 6-6-3 4-0-0 6 6-3 8 s-t7 -n_
4x6 11
4x6 //
Dead Load Defl. = 3116 in
4x6 11
3x4 = 4x6 = 3x4 = 4x6 11
10-&8 19-5-8 30-0-0
10-&8 8-11-1 10-&8
Plate Offsets (X,Y)-- 2:Edge,0-0-0I, 15:0-3-1,Edge], [6:0-3-1,Edge), 9:Edge,0-0-0)
LOADING (psf) SPACING- 2-" CST. DEFL. in (loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(Ll) 0.45 13-16 799 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Veil 0.60 11-13 596 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 133 Ill FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance With Stabilizer
Installation uide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min.0-1-8)
9 = 1260/0-3-8 (min.0-1-8)
Max Horz
2 = 104(LC 13)
Max Uplift
2 = 358(LC 12)
9 = 358(LC 13)
Max Grav
2 = 1260(LC 1)
9 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1078/170, 3-4=-2249/1650,
4-5=-1926/1395, 5-6=-1532/1289,
6-7=-1926/1395, 7-8=-2249/1649,
8-9=-1078/170
BOT CHORD
2-13=-135912017,13-22=-845/1532,
12-22=-845/1532,12-23=-845/1532,
11-23=-845/1532, 9-11=-1365/2017
WEBS
4-13=-465/531, 5-13=-223/498,
6-11=-222/498, 7-11=-465/531
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasil 16mph; TCDL=S.Opsf;
BCDL=S.Opsf; Ill Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Exterioil zone; cantilever left and right exposed
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, with
BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 358
lb uplift at joint 2 and 358 lb uplift at joint 9.
LOAD CASE(S)
Standard
flint -11— Ali ..... n•1; 1301 T13m Sturrs Went rim i(or'a cvsa11ox(tnrl•igucwumxr fall, lnl, bori rdm dtdnlrtnnnlDi, raf.yllrQd or 4nn, I brwo Lhi—simkannr Odlttah•.ro ualM nne l0l, rj Yl4ruortwfbttm
Ynrl hinllOR4 rdd Itrirn, kslp lryralpr. Slryd,lfpf.M,m uangllingemsoaluprrrdn Kdndndr4wy nynWOr,Mn4s}dal seyr inn lgminntlrD all,. nlal 1><I. 1 Iwpmrgrm ldgtnm.r s.adtl Anthony T. Tombo III, P.E. I
nlnrdin lm MlainIsnn,prd4lnrakOrn.00em'srafrtrM alnINWin Owpr,aln Annor. llLMnCsolV.W dfradtdFal Thin; IofIN ld brtl u01.Tm,ahstatk Y,.stik,4Ae.allbi MMralyr n,Wnd = 80083nnr n luaphlpid4mniinNisllla100dop1mutdp46uslinthNrla "(rgSam M"mnit(, rrWndh [nowlxl nt td—W. rand plalu RN4L,ntnspeddms d/nnl4Lnsdd#al,lms 4sp Fq+re dlml Yatar^. u,nns 4451 Lucie Blvd. Amnw lrhd 111[rii0 qrdt*orrnrll dl rrrtn alrdttl binss dartgalnIUlClnla'Jar htgn,n lnss SlmaEysn tq M>A Nmtlrsl Ran oln4laNallnl. Fort Pierce, e, FL 34946 rphipN 02011 A I
fur Imttrs • AnYrq I. bm6r III, p.l. tepn6aibr if tYis Irreleem, in fly fun, it profiled +il6erf l6e virtu permissia him 114 Gel Lases - ArlAbar 1 bolo III, F.I.
Job Truss I russ I ype Qty ply
A0011782
WRCLGICL9 A05 Common 5 1
Job Reference (optional)
Al Roof Trusses, Fort Pierre, FL 34946. design a@al lruss.00m Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Wed May 2 13:16 57 2018 Page 1
I0:hA3xRN7kH8GY sQsevncy2zOBnp-jxWsp?XSDGdxLOalu17wK4zjpMb56ctvfNAmSMzKY3q
11-0 0 8-0-0 15-0-0 22-0-1 _ _ _ _ _ 30-0-0_ 1_1_-0-p
0- 8-0-0 7-0-1 7-0-1 8-0-0 -0-
4x6 =
5.00 12
3x4 = 4x6 = 3x4 =
4x6 II
Dead Load Dell. = 1/4 in
4x6 II
10-0-15 19-11-1 30-0-0
10-0-15 9-10-2 10-0-15
Plate Offsets (X,Y)— [2:Edge 0, -"1, [10:Edge,0-0-0]
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.43 12-14 >841 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.68 12-14 >533 240
BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 137 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc puffins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance With Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min.0-1-8)
10 = 1260/0-3-8 (min.0-1-8)
Max Horz
2 = 118(LC 13)
Max Uplift
2 = 374(LC 12)
10 = 374(LC 13)
Max Grav
2 = 1260(LC 1)
10 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-944/109, 3-4=-2207/1601,
4-5=-1996/1528, 5-6=-1909/1552,
6-7=-1909/1552, 7-8=-1996/1528,
8-9=-2207/1601, 9-10=-944/109
BOTCHORD
2-14=-1295/1966, 14-23=-737/1363,
13-23=-737/1363,13-24=-737/1363,
12-24=-737/1363, 10-12=-1299/1966
WEBS
6-12=471/701, 8-12=-425/553,
6-14=471f701,4-14=425/554
NOTES-
1) Unbalanced roof live loads have been considered
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=S.Opsf;
BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End.,
GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1,60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcufrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, With
BCDL = 10.0psf.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 374
lb uplift at joint 2 and 374 lb uplift at joint 10.
LOAD CASE(S)
Standard
4q tketeMw+l.rhees'111Jp fIRS6l'S[IlVjftRLLtfEU1S1(01'ali[ISfIS1 L(t41:1'; UeICR!iJ[li ha ferflYY}NrNmdnd.dn miinrinp Mn IRO!d YlAyI1W 0.1l hhen SlM w!n nr Ildn, drr.w oel rin,ti
W1rY rearm lYn WlMesrl lehl7pbwetl 1se6ns Rur fgrePr,SN:idltere.M,4 udnglf0i¢oms unpraedoe pdnd d erpmbl ny Wery b nles}doe seyetnn L7melnM tooedl.re Mi. Ibenpuurpeandelr vaetmd,l7 Anthony T. Tombo III, P EtMWXerddr.IXWTWtlnrdMimr.aid lefYlargr.h,Mm dbngrhAhrruforJlgd a 80083
br TIOWtelnNn l*btnudmtedq(ey m teMt M•ep (IO NhJelh tnd tlllmft—gY p.WVA— RII Les4rryeevHanMpnV4lins Anpre,6 slesp [epned lms ea Ie:e, 'nr 4451 St. Lucie Blvd
fY Nue'srpepnl1; eoi b WiN ks,p.,e lnssSloe bp ed i WAR lA m3l.Id basnnlddblltl, Fort Pierce, FL 34946 spoil:
01III A -I Let tnssn • Am1uy I. Imbe Ill. r t. Irpreleoionl tin dwoorn, it uy Wk is prolileel wilier: t1e rrirtn permitsin booAd leol hnses - AetSny 1. Imho 111, Is1.
Job I russ Truss Type Qty ply
A0011783
WRCLGICL9 A06 Roof Special Girder 1 1
Job Reference (optional)
a nwa 1--, run raorw, FL . 946, design a@a truuss wm Run: 71.12u s Nov 12 21d1 / Nnnt: 11.120 5 NOV 12 2017 MiTek Industries, Inc Wed May 2 13:16 58 2018 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-B84 E 1 KYj_alozA9DSkX9tIVslmxAr703u 1 vK_pzKY3p
1-0 6.5-8 10 8 0 14-4-0 18 r4 231 25-2-15 30-0 0 VAT065-8 4-2-9 3-8-0 4-2 4 4-5 12 2-2-15 4-9-1 0-
4x4 = Dead Load Dell. = 1/4 in
Sx6 = 4x8 = 500 MT20HS=
3x8 = 6x6 = 5x10 =
10-8-0
LOADING (psf) SPACING- 2-"
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr NO
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T3: 2x4 SP M 30
T4: 2x4 SP 2400F 2.0E
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-1
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 7-5-2 oc bracing.
WEBS
1 Row at micipt 5-14
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 = 1835/0-3-8 (min. 0-1-8)
9 = 2787/0-3-8 (min.0-2-5)
Max Horz
2 = 86(LC 8)
Max Uplift
2 =-550(LC 8)
9 =-958(LC 9)
Max Grav
2 = 1835(LC 1)
9 = 2787(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3639/1105, 3-4=-3330/1052,
4-5=-3313/1039, 5-6=-6077/2082,
6-7=-6077/2082, 7-8=-5804/2009,
8-9=-5877/2029
BOT CHORD
2-14=-995/3280, 13-14=-1630/5344,
12-13=-1630/5344,12-21=-1743/5422,
11-21=-1743/5422,9-11=-1778/5315
WEBS
3-14=-325/297,4-14=-678/2263.
23-0-0
CSI. DEFL. in (loc) 1/clef! Ud
TC 0.91 Vert(LL) 0.3311-12 999 360
BC 0.93 Vert(CT) 0.5611-12 639 240
WB 0.86 Horz(CT) 0.10 9 n/a n/a
Matrix -MS
WEBS
3-14=-325/297, 4-14=-678/2263,
5-14=-3079/1155,5-12=-474/1043,
6-12=-269/195, 7-12=-319/805,
7-11=-375/1298
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf;
BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 550
lb uplift at joint 2 and 958 lb uplift at joint 9.
8) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 285 lb down and 235 lb up at 23-0-0 on
top chord, and 1544 lb down and 543 lb up at
21-4-12, and 369 lb down and 118 lb up at
22-11-4 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
9) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
BY
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 171 lb FT = 10%
Inifnrm I-nnd.q fnlfl
i eq•ken. Magll.a n•h•(Ix'i n1iS0(•S(nllj Gru(nnul(01Ci11(IS 11417xj CTT;t(OCDLi:x[R far. Wirk to P.O. dted.euna lmtlnpan4lfW1 i Ylhil lrh It l( Id... Am IA,m Dint 6— 0"eid, IDl. rj
x11daQIM 1»ttMhnN40a
at
ille.arth.itnt kt4[quwQr, Sleadit Mq Wrur lDlrgn.Mo npaJea tntl tl eganbD ntDutdd>, Yr th lnp 4 wMa lltuePMw410D rh.d IRl. htrt,pnuapnnlyga 0>«>. uDalf) thOnyT Omb0111, P.E.
I d.udd lmt(urlMn,inhml WJm MAm.hOmioovelr fnotWii augr,rtrumndy 4lCa.IDabdldaladadlM1l lM nddOtiGldo.heLntdnrimt.d.f 1 i4}tai a,YmhrdYrts{ullhYtuNwlfld MT a
80083 Tomb
DW.
Ihs"iWw",ADusow. hlDDw1*itmnrf pdWntdm hdig(rlrm lddl W-M(mxl rWtMdY(nldSKI attdvnu' P d PA., TPA K5.16-4.Jlae/IIw e%T t Dtep.6et hphf e rilmt4rdttMu, r:nt nu.iu (
md 11. [ohd grnl.r moq ll I Inn 1eYu! m inu nut (gum h 101 Y I.yal hupr, n lnu sirs (glue d of Writ d0 J IN.in n n ldarl a ntl, 4451 St. Lucie Blvd. Zt Gppiph101Dl6Adbdlnsud-Aatldgl.baofuIII, l.l. tepto4dia..lOr(oc idlenyidalfraidpraYiliiel ilDead.tirteDpermiuiwhmAd[Cal lndtn•Anhwll.Gp.l nl.IIl,. Fort Pierce, FL34946
o russ cuss ype ty y
A0011784
WRCLGICL9 B0l Hip Girder 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce. FL 34946. design@altruss tom Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MTek Industries, Inc Wed May 2 13 16 59 2018 Page 1
ID.hA3xRN7kH8GYsQsevncy2zOBnp gKecEgZLlutfbKkPOR20PV22hAJFabSC7hftWFzKY3o
1-0-0, 7-0-0 10-8-0 14-_-0 21-4-0 ,2
1-0-0 7-0-0 -0-03-8-0 3-8-0 7-0-0 1
1
Dead Load Defl. = 1/8 in
L1 -10
5x8 II 1.5x4 II 5x8 = 1.5x4 II 5x8 II
7-0-0 10-8-0 14-4-0 21-4-0
7-0-0 3-8-0 3-8-0 7-0-0
Plate Offsets (X,Y)— [2.0-4-3,Edgel, [4:0-14,0-2-8], [6:0-1-4,0-2-8], [8:0-4-3,Edge], [11:04-0,0-3-0]
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.16 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.28 11-12 >908 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) 0.09 8 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 100 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP 240OF 2.0E 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP 240OF 2.0E
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No-3 1-6-0,
Right 2x4 SP N0.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-11
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 8-4-10 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 = 1822/0-3-8 (min. 0-1-8)
8 = 1822/0-3-8 (min. 0-1-8)
Max Horz
2 = 59(LC 8)
Max Uplift
2 = 603(LC 8)
8 = 603(LC 9)
Max Grav
2 = 1822(LC 1)
8 = 1822(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1286/263,3-4=-3479/1134,
4-21 =-3654/1260, 5-21 =-3654/1260,
5-22=-3654/1260, 6-22=-3654/1260,
6-7=-3479/1134,7-8=-1286/264
BOT CHORD
2-12=-989/3123, 12-23=-988/3141,
11-23=-988/3141, 11-24=-948/3141,
10-24=-948/3141,8-10=-950/3123
WEBS
4-12=0/513, 4-1 1=-284f784,
5-11=-619/413, 6-11=-284/784,
6-10=0/513
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and nght exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip OOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 603
lb uplift at joint 2 and 603 lb uplift at joint 8.
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 258 lb down and 249 lb up at 7-M, 141
lb down and 154 lb up at 9-0-12, 141 lb down and
154 lb up at 10-8-0, and 141 lb down and 154 lb
up at 12-3-4, and 258 lb down and 249 lb up at
14-4-0 on top chord, and 372 lb down and 79 lb
up at 7-0-0, 100 lb down at 9-0-12, 100 lb down
at 10-8-0, and 100 lb down at 12-3-4, and 372 lb
down and 79 lb up at 14-3-4 on bottom chord.
The design/selection of such connection device(s)
is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 14=-60, 4-6=-60, 6-9=-60, 13-17=-20
Concentrated Loads (lb)
Vert: 4=-211(B) 6=-211(B) 12=-372(B)
1 1=-77(B) 5=-141 (B) 10=-372(B) 21=-141(B)
22=-141(B) 23=-77(B) 24=-77(8)
ec„g-knulinglhrule*re*I illpi nZarilatr{Qe;11I1,41 lhl l lrYRrl IrW-Yeni6,tne Ilde„dW— add "I" To, r1 Yllet,
esm,IYn tedln rid h,h rM M „dl l,e l,n,k pie-0'.st-ftl iepur;oe ud.1 Too or neMon WdMMdnded,gaeeng n,pe,dtlg bi Is, lnpdim '.pe Nudgmeune liloedt..d. Mi. Ikd pes-pts Mlq „etmwt,.mltlot Anthony T Tornbo 111, P.E I 1eudWt
M lm,*.nWgl,opetWIaIN- 0e0—i,no lqu.,hlW,gIse'"',. tro ,ndeeIn.i,0:,deMI1.1sIMdnr ,MI.gp,nl4thtoo,d,ndellnedMld 1.,,ddg4Wert..Mnt'.Wk.,q"1Moed a80083 d. IdJal I'll. ml feen+n m n ,n
ed. e too,rutne.ndpdmendmi.aigc,./.mldm m en.msgrw,ldgln ey Yu.enl.e:yr p d d„z_Iniww,+e,nrenwee,rreneat,n, oevp..nn,onpr r,drn„d„d.+,.,.,,1 4451 St. Lucie Blvd. nx.,uldlullr.ce,a.tredg..myh,uprnmd,eL la lnu ,
rr[q.n,i,tolee u.t oenp.,nte„sree. tq.,ndorw y ro,ob dx,n e e, ldnlimi. Fort Pierce, FL 34946 6ppipM0201{Ad bd Lestes Aothoq 11.6e fll, H. tepredodie.
of this domment,inn.yfum, it pmhibiledrithea the rnnes permiuiu hem Ad tool tenses- A.d,.nl 1. lenhe ill, p.t.
o russ russ ype
177Job A001178WRCLGICL9802Hip
Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@atlruss corn Run 8 120 s Nov 12 2017 Print, 8 120 s Nov 12 2017 MiTek
ID: hA3xRN7kH8GY_sQsevncy2zOBnp-8WC_SOazW B'.
10-8-0 12-4-0 , 14-10-9
1-8-0 1-8-0 2-0-8
3x4 =7-
1.5x4 11 3x4 zz
2 13'17
Dead Load Dell. = 3116 in
3x6 II 5x8 = 3x6 II
21-4-0
10-8-0
Plate Offsets (X,Y)— [2:0-3-11,0-04),[10:0-3-11,0-0-4],_111:0-4-0,0-3-0)
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.19 11-14 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.40 11-14 >642 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 93 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-2
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size)
10 = 852/Mechanical
2 = 915/0-3-8 (min. 0-1-8)
Max Horz
2 = 83(LC 16)
Max Uplift
10 = 231(LC 13)
2 = 261(LC 12)
Max Grav
10 = 852(LC 1)
2 = 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-908/28, 3-4=-1415/1041,
4-5=-1171/866, 5-6=-1059/835,
6-7=-1059/835, 7-8=-1171/866,
8-9=-1419/1045, 9-10=-942/80
BOT CHORD
2-11=-830/1251, 10-11=-834/1256
WEBS
6-11 =-293/522, 4-11 =-267/343,
8-11=-273/348
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10 0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 231
lb uplift at joint 10 and 261 lb uplift at joint 2.
LOAD CASE(S)
Standard
y nm.lY.r¢n+..6'rJ 10oi ItIl51S jSRl!r4krNl1!41tfOrAre11 (13tC.+,'MIIjIRrofl(orY!Sr W. rmy k:ylrnrrbsdid W+r bn imf Gfyr trr.q (IOPjdrrGryrlNrar: rZerm Srn hW..0 al,ue..x whrnarro.rry
Wielnwi.+IMn+rlhrr4+6lhlnrnill:rim:k+*lq.eupr.Sreel Fyw.J,M+Nrgli9nn+srcglru lr r:h+:rlrgwuginlr+ erriOrYvt rm rU.:rlgW/rNl:]rh,rinlpr,h4:*—r-YryuCla:,"'6' Anthony T.Tornbo111,P.E. rin.Anal Irn+i.myWmin6ngrin".Id6o.r+,60•rn'rrAntrdgautoWghvpn..6+rorn04100h&(.a6bulb",aGrdIM I4gPrnit6lNrrhAdlm brlm+.M1Fgrragtl.gr..ilcarrlk.gWlrpbtlr+i t.}+l 280083
b. w"PtJrirlba.w 1s isms me 61Wrr 6 rrom rl t.bb+rl Y. 11.16,( .P mWhW.ea(t;WrilWl i!inrl WA we iA.md 6 Iced p4m, Mi Ma+du:rr+.d.;nrl/w+arm 1m:1++y.,t— tr:q lq.r+ rllm+ xr+hG..,rb++
Aeniu M6dh.(ddgeelM•nEghqpirunbd Ir liro As*1Qn l+gib.1•bq kqw.. imdntr•[gwrdnrWhq 10 gdisrdbm.+... .W.lnl
Lune Blvd.
Fort Pierce, e, FL 34946
p7ripEt D 7010AItid lanes 4rt1.ryLleaM lll.l E. Irpmlrniodtkirduimem,isay fait, np+uhihnel•n6wthe nmeo pemnaoihim Al[.olbasses Aathery l.lirbilll,rf
b I fuss I fuss I ype ryPly
A0011786
WRCLGICL9 804 Common 2 1
Job Reference o tional
At Roof Trusses. Fort Pierce, FL 34946. deslgn@altruss tom Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13:17 01 2018 Page 1
ID hA3xRN7kH8GY_sQsevncy2zOBnp-cjmNfMabHV7Ngeuo7s4sVw7Vezy22WOVa18_b8zKY3m
1-0 q 6-5-8 1048-0 14-10-9 21-4-0
1-0-0 6-5-8 4-2-9 4-2-9 6-5-8
4x4 =
Dead Load Dell. = 3/16 in
3x6 11 5x8 = 3x6 II
1048-0 214-0
10-8-0 10-8-0
Plate Offsets _(X,Y) - 12:0-3-11,0-041, (8:0-3-0,04-41, (9:04-0,0-3-01
LOADING (psf) SPACING- 2-M CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42
TCDL 10.0 Lumber DOL 1.25 BC 0.98
BCLL 0.0 ' Rep Stress Incr YES WB 0.23
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-".
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-4
oc puffins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
8 = 852/Mechanical
2 = 915/0-3-8 (min. 0-1-8)
Max Horz
2 = 95(LC 16)
Max Uplift
8 = 245(LC 13)
2 = 274(LC 12)
Max Grav
8 = 852(LC 1)
2 = 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-923/52, 3-4=-1436/1081,
4-5=-1130/856, 5-6=-1131/857,
6-7=-1440/1084, 7-8=-954/104
BOT CHORD
2-9=-869/1274,8-9=-874/1280
WEBS
5-9=-401 /606, 6-9=-376/449,
4-9=-369/443
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
I6d
DEFL. in loc) I/dell Ud PLATES GRIP
Vert(LL) 0.17 9-12 999 360 MT20 244/190
Vert(CT) 0.36 9-12 720 240
Horz(CT) 0.03 8 n/a n/a
Weight: 94 lb FT = 10%
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide Will fit between
the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 245
lb uplift at joint 8 and 274 lb uplift at joint 2.
LOAD CASE(S)
Standard
eet"-ft,lr.pm.•tya MCI nrsus 'rftun,Ilynr(Mori mum r lquuldutRnerlr.lutlkurlsnnrsrlidu¢s hstmrMn}Itenq(NFldto¢ahlled,lr[Idom9r¢hYt.ueh,o.n,,h,+wlatd,
Wid,rts.eWSJdh•ui I.0, Ito n h nLL rnlsrim,*fep¢pt.SF1sbJtgr}Y¢d.g¢nunC1se cgrredY t¢Msa„yru .14.AdnM M¢ I. Yoh 1.11q,mt.Y IN 0,,tlr Ini Ihhriers.0 o bshR dQ ..d W! Anthony T. Tombo ill, P. E. t d.oddslm+rgwim4buys.so:ldYDan,6,0..n',wM,udq,drie W(tq Mvar..6„wnd M4La Grd4kd.Ahq upolM. lie q,erddYlMr htl.udlr lms,rhl,y tdl oiq,..skldudYq Jdhpr,y.uN.7 tl 80083
eu 4Yghdp,d Grr.i 10..nM.nrt1,f61dY emd ib,dY4YY(rse,.L,ryYY,.ei l lriLW 1. illd Sl(I r. idrrNfr pad ,Y, mll nbiut silLind Wsdtlir.l, hs*,r,trnl hur.ty.,t,dim, wd,ar.wn 4451 St Lucie Blvd.
dM•he MI.,1IIerOeO e[nIM.•„hApees n,h,l IV hnl lrl*lyeenhellu MYg ln.,,. inns SlOe[epmd., Wad 11ydMul l.nnnkM.irll Fort Pierce, FL 34946
epyri[lImIDIAAIledhmses Actlerrl.IceleIII, r.f. [epcleffieodeli$denmr.1,inryfliernpehlddrdhedthe ndlt.peeissis.he. Al[act Items WWI, 1.LesheIII, r.l.
Job I russ I cuss I ype Qty Ply
A0011787
WRCLGICL9 CA Comer Jack 10 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13,17:02 2018 Page 1
I D, hA3xRN7kH8GY_sOsevncy2zOBnp-4vJlsibD2pFESoT_hab518gkONXGnOsepftX7azIX31
1-" 0-11-11
1-0-0 10-11-11
3x6 II
0-11-1
0-11-11
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MR Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size)
5 = 150/0-3-8 (min. 0-1-8)
3 = 10/Mechanical
4 = 5/Mechanical
Max Horz
5 = 37(LC 9)
Max Uplift
5 = 88(LC 8)
3 = 10(LC 1)
4 = 5(LC 1)
Max Grav
5 = 150(LC 1)
3 = 12(LC 8)
4 = 11(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M Wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 88
lb uplift at joint 5, 10 lb uplift at joint 3 and 5 lb
uplift at joint 4.
LOAD CASE(S)
Standard
axq•Mu MwlY.rtm.tY'r I iw n7SSnl•ifufrj6ruf uma(0l' 1MUS1014iW[r;IMERIMIrtas. IrAl hop pntlm drcl nnwnrf:nrOnghugfRe!dh ldwr l hem It f I ManrSlMNnnr Wm On.m oodwMEM,.1
rOlrYmrnu lYrr
WIYIlulr:
N fxhflab M.dd hrirnr nup fgaaw(Ir.Sp:iml[yrx1er udn of lrl upnrarnwuparderphrawd garrnq nywullq Mor 4tpder ta7rimt 4ndwmloD ry, w/a 1Rl M1trap mrap:r..hdgranawi uarul Anthony T. TombO III, P.E. dadaLnrkylWybbmpardlardorArn.
MO•airraarvdrpaxn.lr0lyOwprr,a6rMrndn.ut+r dmbrdlaJaldrdnll nrgprnldo,f0ldmbMsit ties fmLdrdgtadlryaigr.wrtrr.wdYngrHltrernrmins"d 780083 orlugMvpid4trrt NwartawarNDdrwlnearr.
fpldinrdm4aeq(ry.mStimh'r•ara.OMpWildIl111d1tUmrdwndl.p.rtip au.IMl Swrdrmlrndlnrr.fInn/Llinrhupw,linrdtp[gwn.trmtYartinru,ruu 4451 5t. Lucie Blvd. Fort Pierce,
FL 34946 Audu ldldillDanadgnwamqlldllrumdnlM1lnuhupfquerthr0iertdaalGup,xluu Sinn Egnm dof q Wmsludamnnl rinln 1, GpliilMOfDIdA qrhutrt-
Amboy l.bmblIII, 6E.[eprdaaiaullYitLmnera,ioallmm,itprolihitedwiiAenrlevntlapermntiaohmbltoothnrn•Aothonll.lawblll,r.[.
ob Truss I russ I ype city ply
A0011788
WRCLGICL9 CJ1A Comer Jack 6 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946. design 1Qattruss torn Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13:17 03 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-Y5t742crp6N43y2AFH6KaLCvLntf WT5o2Jd5gOzKY3k
1-0-0 0-11-11
d
m
2x4 =
0-11-11
0-11-11
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11-11
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 8/Mechanical
2 = 130/0-8-0 (min. 0-1-8)
4 = 1/Mechanical
Max Horz
2 = 35(LC 8)
Max Uplift
3 = 4(LC 12)
2 = 71(LC 8)
4 = 1(LC 1)
Max Grav
3 = 8(LC 22)
2 = 130(LC 1)
4 = 13(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft;
Cal. 11; Exp C; End., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" Wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
U.4 - %U n.MV,..h.,r•IIIMItmrVIIIIIarauTIMA rannitmokiarr;uuontr.Itrrd rrNrkTNr.mdnrun.n,un,k,a.gllrodrre.Ill rnrrr.a:eslenlr,rnerhe dw—swednmla..y
erihra,w rrt, Wlk,u1Mb110ok,W Is.k 11t plepe..pe,WM bp.e;or.el.,n lODrgeum teKaWjWere, Flinn" ..pw'Ignq.vlery WIN 0.9d1W'.;, Ina LymNn l4 miso ,.l. TkI Anthony T. Tombo 111, P E d.
udin T.0—n.IlnthP..P.Wdgdo. Aur.60—%VtW¢iva,kUA01,,p,,,.A—Unlr.tlLA,0(dmbdl NxlrMrd1XI a80083 4 huq
h,*n d(eero. 10.p,me..611q ee1h pew,d pJdmr dln Pd4(grm snel,M•.m.(telJ pMnld 1, t dllll meh..d'. p.n.l p0.,u IM1IY1,rLetp.sJif.,demuYLlim pup,l:n, kpp Fa},m dins eaelr..,.,uu 44515t. Lucie Blvd l..lu
1ebew III qu e.nmq ll.Is peon In.h,i III Inu hupIII=Ir 101 o, lifrV krip., n leis S,9e. 6ip.md of" U yfdael pin n. hlnr Y orl. Fort Pierce, FL 34946 opplin0704A•1Ddhrsses•
Allloeyl.lomhoIII, t.E.teprdo0ioldlhsrbmmem,mmil lerm,ispmhihtled.ithemthe .rirseepermissioohem Adloolhisses - Amboy 1.Tonto III, r.l.
Job Truss Truss Type y ply
WRCLGICL9 CJ2 Comer Jack 4 t
A0011789
Al Rnnf Tn wex Fnn o:n,.-- n 9ieic w..:........_.--_
Job Reference (optional)
RunnnQ'a U.»-. Run: e.120 5 Nov 12 201 r Print. 11.1Zu s NOV 12 2017 M7ek Industries, Inc. Wed May 2 13:17:03 2018 Page 1
ID:hA3xRN7kH8GY sasevncy2zOBnp-Y5t742crp6N43y2AFH6KaLCvRntVWT5o2Jd5gOzKY3k
1-0 0 1-5-11
1-0-0 1-5 11
2x4 =
0-3-4
LOADING(psf) SPACING- 240-0 CS1. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 6 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-5-11
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 25/Mechanical
4 = 13/Mechanical
2 = 139/0-3-8 (min. 0-1-8)
Max Horz
2 = 43(LC 8)
Max Uplift
3 = 15(LC 9)
4 = 13(LC 9)
2 = 109(LC 8)
Max Grav
3 = 25(LC 1)
4 = 21(LC 3)
2 = 139(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed; porch
left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 15
lb uplift at joint 3, 13 lb uplift at joint 4 and 109 lb
uplift at joint 2.
LOAD CASE(S)
Standard
41q -Itrly Mrtlll ll•h h'l i lool [Irmcs[lllri alilll liels l (ormlat usloki- ll')111IMt: Irr isn, lu/l it¢ I.mm d rM Lon.1.0m, hW Orr. gIl(Nd 011ArI1, Irp 41I Mo., SIM Nn n, FJe,1Alr— o" n 111lot..'r
Milduonnrla'"I. rNh6nD4M rd. Is. Ins'"19-01-sicall .M,m vMnofll9 urnlm.IIepsrin p6v.li.twngnq.Wdq MrdkspoIN rgll lnu L7m1nM Wrayrhi IN hh,p nvye., IrratuEn.r.rm11u1ZtrnlAairi„rr..nI.u,gl,oln,n,aumddo m.elo..r,.a„dgdr,arlwgo.,M.olnlnn lunLarcrm rdl.a,ddlM1ll oyar IdW I01Nmhdlnldr.inn.dNg48}oiq,.o,n7 dbon9wirrn,l.04aA^[hony 7. 7ombo ill, P E. Mrl.l. on dllmm diamMM.I TM.Au1 s 80083lrnplatndphhn,dmhtl.q(Iry.m 4Erp m-.mIrPNJpao,lbin.y Ull.nrIN17Y RJ rI>III. IIN YSSlrngraHa n dFLnf Llim htq.l;nrdtp [apm dlmr YaMMtv.af1
4451 St. Lucie BlvdNW3ivNnmmldNY1111
For[Pierce,FL 34946Gppitht0 }Old A•I bd Lldtes - AlOo.t l hm6l Ill, t f. teprlllaill of dit bconem, m u1lmq it proli6eel riMen the rnno permittiu how Ad tool Ilnus llthnr 1. bnko ill, t.!
b Truss I cuss I ype Qty Ply
A0011790
WRCLG1CL9 CJ3 Comer Jack 10 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 31946, des,gnQa1w55.00m Run: 0.120 s Nov 12 2017 Pnnt: 8.120 S Nov 12 2017 mn ek Inauslnes, Inc. Wed May Z 13:17:W 2018 l
ID:hA3xRN7kH8GY sQsevncv2zOBnD-OHRVHOdUaQVxhSdNp?dZ6Z123BCPFwLxGvMeCS:
1-M
1-0-0
2-11-11
2-11-11
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11
oc pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
5 = 194/0-3-8 (min.0-1-8)
3 = 69/Mechanical
4 = 28/Mechanical
Max Horz
5 = 69(LC 12)
Max Uplift
5 = 72(LC 8)
3 = 57(LC 12)
Max Grav
5 = 194(LC 1)
3 = 69(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-166/258
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces 8 MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 72
lb uplift at joint 5 and 57 lb uplift at joint 3.
LOAD CASE(S)
Standard
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NIL". 4451St. Lucie Blvd. rfr.,
u HudlleatidgW gr m'ghdllrnnrhei binuht[gmrtloCl YlaLrq htp,r lmtSlurFgnm iol udy N 1d.rd lr:u nnldnl RN Fort tierce, FL 34946 OppilM01i11hAllost
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o russ russ Type ty y
W9RCLGICL CJ4 Carver Jack 4 1
A0011791Lob9Reference (optional)
o .-a- ---- —• • . • •.. •« , . .,,. o. , cu > wuv ,c cu r e M1 r e. rnousutes, sac. woo May 2 13:17.05 2018 Page l
ID:hA3xRN7kH8GY sQsevncy2zOBnp•UU7tVkd6LkdoJFBZMi9ofmlDCbVD Nb5Vc6BkvzKY3i
1-0-0 3-5-11
1-0-0 3-5-11
2x4 =
0-0
3-5-11
3-2-7
Plate Offsets (X,Y)— 2:0-0-2,Edge)
SPACING- 2-" LOADING (psf) CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.02 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 12 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-11
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 83/Mechanical
4 = 44/Mechanical
2 = 205/0-3-8 (min. 0-1-8)
Max Horz
2 = 71(LC 8)
Max Uplift
3 = 54(LC 8)
4 = 36(LC 8)
2 = 145(LC 8)
Max Grav
3 = 83(LC 1)
4 = 60(LC 3)
2 = 205(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed; porch
left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 54
lb uplift at joint 3, 36 lb uplift at joint 4 and 145 lb
uplift at joint 2.
LOAD CASE(S)
Standard
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u.
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lq OwpodGn,.e,a."saw.&TwdD. Pm,sd Pddm,dm winghgrm SLMtb.cm Mm Wnhdb lqd Snl...dv,xu!.Prdpl-mints..*... Wsift"W Inns, Vt. 1— Mr.. Irv, Imp 6F..m rm.#.W—.,.'nl a80083
fo.
ld Wudll,(.nd q.e q...,.gll dl Prn ln,hel hlnuh t n1elr 44515L. Lucie Blvd. uPqm,, rde,lrsgm,.In:ssro.tgmndgdllg mmtlnnnlW.mi. oppirM02011AItsllrossts-
Aslmy1.Into 11L1.1ttpr,dodiaufIris bmmnl,in.glnr,isprolijbad.itYertthtmine.permissieA h,rl•Ihotlnsses•,Iho.11.ImkoIII,L1. Fort Pierce, FL 34946
Job I russ Truss Type ty y
A0011792
WRCLGICL9 CJ5 Comer Jack 10 1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946. design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13 17 06 2018 Page 1
I D:hA3xRN 7kH8GY_sQsevncy2zOBnp-ygZGi4ek61 IfwPmtwPg 1 B_gKm_rgjgrEkGAGLzKY3h
1-0 0 4-11-11
1-0-0 4-11-11
3x8 II
4-11-11
4-11-11
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11
oc puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size)
5 = 268/0-3-8 (min.0-1-8)
3 = 127/Mechanical
4 = 55/Mechanical
Max Horz
3 = 109(LC 12)
Max Uplift
5 = 130(LC 12)
3 = 48(LC 12)
Max Grav
5 = 268(LC 1)
3 = 127(LC 1)
4 = 89(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-242/456
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 130
lb uplift at joint 5 and 48 lb uplift at joint 3.
LOAD CASE(S)
Standard
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lout,. mpr„mh,ule rlxuw.rl l,run,emplq..pasloe,t e, nw luryo,mo n4dpb wrrtxrmlml•wu,ro l,K 4a,getesslsmlomtmr.h.r pFl. or imp Anthony T. Tombo Ill, P.E.
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oiw.thvprd(.rnn thusi,dM. mlChdbp.an dpddm,dkwissltignisTom TRW Sul r m(t011pWJrlhnrd oli pm 1pJwIM1I fr,/erty.wMnNhnnlLlin,huprr,Ln,hipCganrflm,1'atii ry a„ 4451 St. Lucie Blvd. ife.lu Idh.
l If. f.'id yid w neq It dl pnn Ind,d rk in„ hvp tgnrr Is Nor & 141af hvp, n Ivis Ifni DIM V of dA,t la,q iaNMn i n Id d.Inl Fort Pierce, FL 34946 plii1h107114A•IIN! lr.
sses-A.Iha.1I.I.mh.111,r.I. tepr./.ai..de'n/.moem,i...yhim, itprohiishedwithe.lthtwrivesptniissiuhim A -I test Trusses -A.Ih.11.TrimbIII, It
o russ ss ype tY
WRCLGICL! E01 PrHii'Girder 1 1
A0011793
Job Reference (optional)
Al Roof Trusses. Fort P,err- FL aA9aH dnelnnnnun.« G • < <.. • . ,,,
L o. Zu s N— , 2 20 i r m,, e,, mdtewn.. Inc. wed Mayy 2 13:17:06 2018 Page 1 ID:
hA3xRN7kH8GY sOsevncy2zOBnp-ygZGi4ek61tfwP-WP91B_gLDjOjkHEkGr1GUKY3h 1-0'0 3-0-0 8-8-0 1-
0-0 3-0-0 5-8-0 2x4 =
LOADING(
psf) SPACING- 2-M TCLL
20.0 Plate Grip DOL 1.25 TCDL
10.0 Lumber DOL 1.25 BCLL
0.0 ' Rep Stress Incr NO BCDL
10.0 Code FBC2017/TPI2014 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 OTHERS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 1 -0-0 oc
purlins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 8-5-13 oc bracing. MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
uide. REACTIONS. (
lb/size) 2 =
462/0-8-0 (min. 0-1-8) 11 =
377/0-3-8 (min. 0-1-8) Max
Horz 2 =
69(LC 8) Max
Uplift 2 =
297(LC 4) 11 =
259(LC 4) Max
Grav 2 =
462(LC 1) 11 =
377(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-750/506, 3-12=-670/484, 12-
13=-670/484,4-13=-670/484 BOT
CHORD 2-
6=-477/663 WEBS
4-
6=-347/460, 4-11=A26/290 NOTES-
1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat.
II; Exp C; End., GCpi=0.18; MWFRS envelope);
cantilever left and right exposed ; end vertical
left exposed; porch left exposed; Lumber DOL=
1.60 plate grip DOL=1.60 4x4 =
1
5x4 CSI.
DEFL. in loc) I/deft Ud PLATES GRIP TIC
0.43 Vert(LL) 0.06 5-6 999 360 MT20 244/190 BC
0.33 Vert(CT) 0.07 5-6 999 240 WB
0.42 Horz(CT) 0.01 11 n/a n/a Matrix -
MP Weight: 39 lb FT = 10% 4)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other
live loads. 5) '
This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 6)
Bearing at joint(s) 11 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 297 lb
uplift at joint 2 and 259 lb uplift at joint 11. 8)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 93 lb down and 119 lb up at 3-0-0, and 39 lb
down and 47 lb up at 5-0-12, and 39 lb down and
47 lb up at 7-0-12 on top chord, and 52 lb down
and 110 lb up at 3-0-0, and 21 lb down and 45
lb up at 5-0-12, and 21 lb down and 45 lb up at
7-0-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others. 9)
In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back B)•
LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=
1.25, Plate Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-4=-60, 5-8=-20 Concentrated
Loads (lb) Vert:
3=-26(F) 6=-41 (F) 12=-11(F) 13=-11(F) 14=-
17(F) 15=-17(F) 4dq
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Anthony .Irudihlm,Mq Wl+Il,hirynuYW!/o,0.v,,tYO.ai,rbi,d gdno,W4y hup•,brwnrl tr lq,LO:de,hail.J'i{iW dlM1l l,q,nN,I lb 1pldn; hell n,A4lm,.ddq hd,rLgq,, mhlnndk,Mhbngrsblq T. TOn1t)O III, P.E. htalnph'
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nu lmulryebx,d ynl gee mhtheOl tn md,el fhlnu GUFfr uen htOl , Ifial hnp,n inn s7n,trnra rar Mlel IJl siaN rn.,n Mad bllN 44515t. Lucie Blvd. Fort
Pierce, FL 34946 Gppiph101DI6AIbdhhun-Andagl.Lmbhlll.lE.tepnhoianhlllitr,unem,ih qn lh,,iSpmYi6Bedrnhenthe vnneym ermitsiehA•IIaolLnn ,•Iehhnrl bnbIII, r.[
ob I russ Truss Type tyPly
A0011791
WRCLGICL9 F01 Hip Girder 1 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MI-Tek Industries, Inc. Wed May 2 13:17:07 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-Rs7ewPfMtLtWYZLyU7BGkBNUA03zSF3NzwblpnzKY3g
1-0-0 , 5-0-0 8-6-0 14-0-0 15-0-0 ,
1-0-0 5-6-0 3-0-0 5-6-0 1-0-0
Dead Load Dell. = 1/16 in
AYA -
3x4 = 1.5x4 II 1.5x4 II 3x4 =
3
3-4
5-6-0
5-2-12
8 6-0
3-0-0
13-8-12
5-2-12
1 0
3.4
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 8-11 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.18 8-11 931 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) 0.04 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 51 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-4-0
oc puriins.
BOT CHORD
Rigid ceiling directly applied or 4-7-11 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size)
2 = 1012/0-3-8 (min.0-1-8)
5 = 1012/0-3-8 (min.0-1-8)
Max Horz
2 = 35(LC 32)
Max Uplift
2 = 723(LC 4)
5 = 723(LC 5)
Max Grav
2 = 1012(LC 1)
5 = 1012(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2336/1651,3-15=-2204/1604,
4-15=-2204/1604,4-5=-2336/1650
BOT CHORD
2-8=-1520/2184,8-16=-1536/2204,
7-16=-1536/2204,5-7=-1519/2184
WEBS
3-8=-228/342,4-7=-228/342
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vutt=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope); cantilever left and right exposed ; porch
left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 723
lb uplift at joint 2 and 723 Its uplift at joint 5.
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 237 lb down and 248 lb up at 5-6-0, and
80 lb down and 104 lb up at 7-M, and 237 lb
down and 248 lb up at 8-6-0 on top chord, and
146 lb down and 206 lb up at 5-6-0, and 59 lb
down and 82 lb up at 7-0-0, and 146 lb down and
206 lb up at 8-5-4 on bottom chord. The
design/selection of such connection device(s) is
the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B)•
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20
Concentrated Loads (lb)
Vert: 3=-190(B) 4=-190(B) 8=-136(B) 7=-136(B)
15=-80(B)16=-52(B)
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vpYan
dkrnu addr Mipl,rj sansrasrsnrmrndtrdltorr
u 1'.1— f9.pr.sr0&I(yrMmwwnlr1ynr. soapn udpaudnVatinft waatIn,IMd ldrsget.uenanrdloo.y.r Itil lr(wpnuyo. srgr.mwi.a+el Anthony T. Tombo 111, D.E. E r..dMI.,WrtldlghOrrnpuYW!drrAw.OrOmrrMtd.pduhl.11n(A.pr,rprumadbOl,NRrOrYdla'lgWrrMI.MgtnU h thG6Yrt lDindar! rudhlmtd l ym6hur4a.rkrta*aaa"d 380083 4451 LuLucie Blvd. Fort
Pierce, FL 34946
Oppillt02016AII.dlosses-Aatiayl lembolll,
li.f. tepra6dio.iftlisdnoaem,inayfaaispra6ilisd.it6eett6ewinnperatissiuhrobltool hases•hrbarl.l.nbaIn, II
o russ I russ I ype Qty
17, WRCLGICL9 F02 Common 2
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design®al lruss.CUm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13:17:08 2018 Page 1
I D: hA3xRN7kH8GY_sOsevncy2zOBnp•v3h07lg_ef7NAjw82giVH PwbgoOTBIPXBaKsLEzKY3f
1 0 0 7-0-0 14-0-0 15 0 0
1-0-0 7-0-0 7-0-0 1-0-0
Dead Load Defl. = 1/16 in
4x6 =
A
105
3x4 = 1 5x4 11 3x4 =
3 7-0-0 13-8-12 1 0
3-4 6-8-12 6-8-12 3 4
Plate Offsets (X,Y)— f2:0-2-0,Edgel, f4:0-2-0,Edgel
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.23 6-12 >721 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.19 6-12 >876 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) -0.02 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 49 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-7
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 3-11-5 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size)
2 = 620/0-3-8 (min.0-1-8)
4 = 620/0-3-8 (min.0-1-8)
Max Horz
2 = 43(LC 17)
Max Uplift
2 = 406(LC 8)
4 = 406(LC 9)
Max Grav
2 = 620(LC 1)
4 = 620(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1050/1741,3-4=-1050/1741
BOT CHORD
2-6=-1537/957, 4-6=-1537/957
WEBS
3-6=-628/326
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; porch left and right exposed;C-C
for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 406
lb uplift at joint 2 and 406 lb uplift at joint 4.
LOAD CASE(S)
Standard
4 1- kd4-
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rasIdod.MI. Fort Pierce,
FL 34946 apyripht07016AIfast Insut-
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cib Truss Truss Type Qty Ply
A0011796
WRCLGICL9 FG02 FLOOR 1 3 Job Reference (optional)
AT Roof Trusses. Fort Pierce, FL 34946. design@altruss.com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mirek Industries. Inc. Wed May 2 13:17:09 2018 Page /
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-NFEOK5hcPy8EntVKbYDkpcSkHCk7w_ogQE4PtgzKY3e
2-54 4-6-12 6-8-4 8-7-8 11-&0 13-5-4 15 6 12 17-8 4 20-1-8
2-5 4 2-1-8 2-1-8 1-11 4 2-10-8 1-11 4 2-1-8 2-1-8 2-54
3xl2 = 1.5x4 II 400 = 1.5x4 11 3x4 = 3x4 = 1.5x4 11 6x8 =
Dead Load Dell = 1/4 in
1.5x4 II 3xl2 =
9 10
3x8 II 402 = 7x10 MT20HS= 4x8 = 2x4 11 2x4 11 4x8 = 2x4 II 4x12 = 4x6 11
LOADING (psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP M 30 'Except*
T2: 2x4 SP N0.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W1: 2x6 SP No.2, W2: 2x4 SP N0.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
20 = 5621/0-5-0 (min.0-1-9)
11 = 499310-3-8 (min.0-1-8)
Max Grav
20 = 5621(LC 1)
11 = 4993(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-20=-3983/0, 1-2=-9654/0,
2-3=-9654/0, 3-4=-22148/0,
4-5=-22148/0, 5-6=-25536/0,
6-7=-22039/0, 7-8=-22039/0,
8-9=-9577/0, 9-10=-9577/0,
10-11=-3915/0
BOT CHORD
19-20=0/ 1022. 18-19=0/1 8196,
18-21 =0/1 8090, 17-21=0/18090,
17-22=0/25536, 16-22=0/25536,
16-23=0/25536, 15-23=0/25536,
15-24=0/25536,14-24=0/25536,
14-25=0/18188,13-25=0/18188,
13-26=0/18068, 12-26=0/18068,
12-27=0/1080, 11-27=0/1080
WEBS
1-19=0/9378, 3-19=-9336/0,
3-18=0/1587, 3-17=0/4435,
5-17=-4087/0, 5-16=0/1491,
6-15=0/1543,6-14=-4205/0,
8-14=0/4189, 8-13=0/1798,
8-12=-9327/0, 10-12=0/9231
CSI. DEFL. in (loc) Well Ud
TC 0.96 Vert(LL) 0.6315-16 376 360
BC 0.78 Vert(CT) 0.8515-16 276 240
WB 0.88 Horz(CT) 0.08 11 n/a n/a
Matrix -MS
NOTES-
1) 3-ply truss to be connected together with 10d
0.131'x3') nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 04-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0
oc.
2) All loads are considered equally applied to all
plies, except if noted as front (F) or back (B) face
in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only
loads noted as (F) or (B), unless otherwise
indicated.
3) Unbalanced floor live loads have been
considered for this design.
4) All plates are MT20 plates unless otherwise
indicated.
5) Recommend 2x6 strongbacks, on edge,
spaced at 10-0-0 oc and fastened to each truss
with 3-10d (0.131" X 3") nails. Strongbacks to be
attached to walls at their outer ends or restrained
by other means.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 848 lb down at 0-2-12, 845 lb down at
2-6-4, 845 lb down at 4-64, 845 lb down at
6-3-12, 845 lb down at 8-3-12, 845 lb down at
10-3-12, 845 lb down at 12-3-12, 845 lb down at
14-3-12, and 845 lb down at 16-3-12, and 845 lb
down at 18-3-12 on bottom chord. The
design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-10=-100, 11-20=-10
Concentrated Loads (lb)
Vert, 20=-848(F) 19=-845(F)18=-845(F)
21=-845(F) 22=-845(F) 23=-845(F)24=-845(F)
25=-845(F) 26=-845(F) 27=-845(F)
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 326 lb FT = 10%
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Lucie Blvd. Fort Pierce,
FL 34946 ephir6101616 A-
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Job Truss cuss Type Qty y
WRCLGICL9 FG04 FLAT GIRDER 1 3
A0011797
Job Reference o tional
urr 6—, ,a+a+o, uearpntwe iwss un: 8 1 Lu is Nov 1 L Luz / Ynnr 8.120 5 NOV 12 2017 Mel
ID-hA3xRN7kH8GY_sQsevncy2zOBnp-NFEOK5h
11-9-11 14-10-0 17-11
2 13:17 09 2018 Page 1
dw_GgQE4PtgzKY3e
Dead Load Defl. = 112 in
x6 .5x4 II 4x8 = 1.5x4 11 1.5x4 11 4x8 = 4x = 1.";
2 2y 3 4 5 6 23 7
Wz
1826 2717 16 15
28
14
13 29
12
30
31 132 33 10 4x6
II 500 = 700 MT20HS= 4x4 =
4x4 = 2x4 II Sx10 —
4x6 11 2x4
II LOADING(
psf) SPACING- 2-M TCLL
20.0 Plate Grip DOL 1.00 TCDL
10.0 Lumber DOL 1.00 BCLL
0.0 ' Rep Stress Incr YES BCDL
10.0 Code FBC2017frP12014 LUMBER -
TOP
CHORD 2x4 SP M 36 'Except' T2:
2x4 SP No.2 BOT
CHORD 2x6 SP 2400F 2.0E WEBS
2x4 SP No.2 'Except' W1:
2x6 SP No.2, W3: 2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-1-5 oc
puriins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-" oc bracing REACTIONS. (
lb/size) 18 =
4160/0-7-4 (min. 0-1-8) 10 =
4155/0-7-4 (min. 0-1-8) Max
Horz 18 = -
35(LC 6) Max
Grav 18 =
4160(LC 1) 10 =
4155(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 1-
18=-3546/0, 1-19=-9800/0, 19-
20=-9800/0, 2-20=-9800/0, 2-
21=-9800/0, 21-22=-9800/0, 3-
22=-9800/0, 3-4=-19160/0, 4-
5=-19160/0, 5-6=-19160/0, 6-23=-9647/
0, 7-23=-9647/0, 7-8=-9647/
0, 8-24=-9647/0, 24-25=-9647/
0, 9-25=-9647/0, 9-10=-3487/
0 BOT CHORD 18-
26=0/
1 125, 26-27=0/1 125, 17-27=0/
1 125,16-17=0/17213, 15-16=0/
17213, 15-28=0/17213, 14-28=0/
1 7213, 13-14=0/1 9160, 13-29=0/
17368, 12-29=0/17368, 12-30=0/
17368, 30-31=0/17368, 11-31=0/
17368, 11-32=0/1114, 32-33=0/
1114, 10-33=0/1114 WEBS 1-17=
0/
9061,2-17=-726/0, 3-17=-7760/
0, 3-15=0/1235, 3-14=0/
2044,6-13=0/1887, 9-4-12
17-11 CSI. DEFL. in (
loc) I/de0 Ud TIC 0.60
Vert(LL) 0.2813-14 874 360 BC 0.62
Vert(CT) 0.8013-14 311 240 WB 0.85
Horz(CT) 0.06 10 n/a n/a Matrix -MS NOTES-
1) 3-
ply
truss to be connected together with 10d 0.131"x3")
nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc. Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc. 2) All
loads
are considered equally applied to all plies, except if
noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (
F) or (B), unless otherwise indicated. 3) Wind:
ASCE
7-10; Vult=150mph (3-second gust) Vasd=116mph;
TCDL=S.Opsf; BCDL=S.Opsf;
h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope); cantilever left and right exposed ;
end vertical left exposed; Lumber DOL=1.
60 plate grip DOL=1.60 4) Provide adequate
drainage to prevent water ponding. 5) All
plates
are MT20 plates unless otherwise indicated. 6) This
truss
has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads.
7) ' This truss
has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. 8) Load case(
s) 2, 14, 15, 16, 17, 18 has/have been modified. Building
designer must review loads to verify
that they are correct for the intended use of
this truss. PLATES GRIP MT20
244/190
MT20HS 187/143
Weight: 341 Ib
FT = 10% 9) Hanger(s)
or other connection device(s) shall be provided sufficient
to support concentrated load(s) 426
lb down and 250 lb up at 0-2-12, 129 lb down and
83 lb up at 1-0-0, 134 lb down and 64 lb up
at 3-M, 208 lb down and 69 lb up at 5-0-0,
208 lb down and 69 lb up at 16-2-8, 134 lb down and 64
lb up at 18-2-8, and 129 lb down and 85 lb
up at 20-2-8, and 426 lb down and 255 lb up at
20-11-12 on top chord, and 59 lb down and 64 lb
up at 2-5-4, 45 lb down and 50 lb up at 3404 45 lb
down and 50 lb up at 5-0-0, 538 lb down at 5-
6-0, 538 lb down at 7-6-0, 538 lb down at 9-6-
0, 538 lb down at 11-8-8, 538 lb down at 13-8-8,
538 lb down at 15-8-8, 45 lb down and 50 lb up at
16-2-8, and 45 lb down and 50 lb up at 18-2-8,
and 59 lb down and 64 lb up at 18-9-4 on bottom chord. The
design/selection of such connection device(s)
is the responsibility of others. LOAD CASE(
S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00 Uniform Loads (plf)
Vert: 1-22=-
185, 22-23=-60, 9-23=-185, 10-18=-20
Concentrated Loads (lb)
Vert: 1=426
7=-208 9=426 16=-584(B) 14=-538(B)
13=-538(B)19=-129 20=-134 21=-208 24=-
134 25=-129 26=-59(B)27=-45(B) 28=-538(B)
29=-538(B) 30=-538(B) 31 =-45(B) 32=-45(8)
33=-59(B) 2) Dead + 0.
75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Increase=
1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-22=-
205, 22-23=-80, 9-23=-205, 10-18=-20
Concentrated Loads (lb)
Vert: 1=-364
7=-181 9=-364 16=-531(B) 14=-496(B)
13=-496(B) 19=-109 20=-116 21=-181 24=-
116 25=-109 26=-46(B)27=-35(B) 28=-496(B)
29=-496(B) 30=-496(B) 31=-35(B) 32=-35 (B)
33=-46(B) 8-17.=n/
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1.I.teptdeoiaufrbis6omeeu,in.Iltlu,isptoliAild.itAteristw6neeresmississNoAdbofhosses-A.Aulrl.lodolll,r.L Fort Pierce, FL
34946
o russ cuss ype y
117 A001t797
WRCLGICL9 FG04 JFLATGIRDER 3 Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946. design@at truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Wed May 2 13:17 09 2018 Page 2
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-NFEOK5hcPy8EntVKbYDkpcSpvCndw_GgOE4PtgzKY3e
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert:1=-177 7=-101 9=-177 16=-374(B)
14=-370(8)13=-370(B)19=-49 20=-63 21=-101
24=-63 25=49 26=-6(B) 27=-5(B) 28=-370(B)
29=-370(B) 30=-370(B) 31=-5(B) 32=-5(B)
33=-6(B)
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-22=-136, 22-23=-61, 9-23=-136,
10-18=-20
Horz: 1-18=28
Concentrated Loads (lb)
Vert:1=168 7=41 9=171 16=-159(B)14=-197(B)
13=197(B) 19=57 20=42 21=41 24=42 25=59
26=48(B) 27=37(B) 28=-197(B) 29=-197(B)
30=-197(B)31=37(8)32=37(B)33=48(B)
16) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-22=-136, 22-23=-61, 9-23=-136,
10-18=-20
Horz: 1-18=-7
Concentrated Loads (lb)
Vert: 1=168 7=41 9=171 16=-159(B) 14=-197(B)
13=-197(B) 19=57 20=42 21=41 24=42 25=59
26=48(B) 27=37(B) 28=-197(B) 29=-197(B)
30=-1 97(B) 31 =37(B) 32=37(B) 33=48(B)
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-22=-136, 22-23=-61, 9-23=-136,
10-18=-20
Horz: 1-18=22
Concentrated Loads (lb)
Vert:1=168 7=41 9=171 16=-159(B)14=-197(B)
13=-1 97(B) 19=57 20=42 21=41 24=42 25=59
26=48(B) 27=37(B) 28=-197(B) 29=-197(B)
30=-197(8)31=37(B)32=37(B)33=48(8)
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-22=-136, 22-23=-61, 9-23=-136,
10-18=-20
Horz: 1-18=4
Concentrated Loads (lb)
Vert:1=168 7=41 9=171 16=-159(B)14=-197(B)
13=-197(B)19=57 20=42 21=41 24=42 25=59
26=48(B)27=37(B)28=-197(B)29=-197(8)
30=-197(B) 31=37(B) 32=37(B) 33=48(B)
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Lode
3494FortPierce. FL 34946
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Job Truss Truss Type Qty Ply
A0011798
WRCLGICL9 FL01 Floor 4 1
Job Reference (optional)
y„tea .,... •" .
0-1-8
H 2f
Kun, o i zu s Nov i z zu / 1'nn1: U.I ZU s NOv TZ 2011 Mi I Ex Industness, In0 Wed May 2 13:17 102018 Pagel
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1-5-8 1_3 01-8
Dead Load Defl. = 3/16 in
3x10 = 3x4 = 3x6 FP= 3x4 =
1 7 7 A c C 7 C n
4x8 =
3x6 = 3x10 = 3x4 = 3x4 = 3xl2 MT20HS FP= 4x8 = 3x6 =
LOADING (psf) SPACING- 2-"
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(0at)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 1146/0-7-4 (min.0-1-8)
18 = 1146/0-7-4 (min.0-1-8)
Max Grav
12 = 1146(LC 1)
18 = 1146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3716/0, 3-4=-3716/0,
4-5=-4908/0, 5-6=-4908/0,
6-7=-4908/0, 7-8=-4908/0,
8-9=-3712/0, 9-10=-3712/0
BOT CHORD
17-18=0/2167, 16-17=0/4623,
15-16=0/4908, 14-15=0/4616,
13-14=0/4616,12-13=0/2159
WEBS
10-12=-2387/0, 2-18=-2396/0,
10-1 3=0/1 717, 2-17=0/1 712,
9-13=-261/0, 8-13=-100010,
4-17=-1003/0,8-15=-95l729,
4-16=-1511714,7-15=-369/25
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) All plates are MT20 plates unless othervvise
indicated.
3) All plates are 1.5x4 MT20 unless otherwise
indicated.
4) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
CSI. DEFL. in (loc) I/de0 Ud
TC 0.58 Vert(LL) 0.4516-17 559 360
BC 0.91 Vert(CT) 0.6316-17 397 240
WB 082 Horz(CT) 0.10 12 n/a n/a
Matrix-S
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 104 lb FT = 10%F, 10%E
mPan
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Job I russ Truss Type Qty Ply
A0011799
WRCLGICL9 FL02GE Floor Supported Gable 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design@al truss com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13:17,10 2018 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-rRomYRh E9GG5PO4X9FkzMq?6jcGEfeLgfupyP6zKY3d
T 1 0
4
Ni 3T 3T
H- 1—
E
smy
10 9 8 7 6
4-10-0
4-10-0
Plate Offsets (X,Y)— 1:Edge,0-0-121
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight: 22 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. All bearings 4-10-0.
lb) - Max Grav
All reactions 250 lb or less at
joint(s) 10. 6, 9, 8, 7
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise
Indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e.
diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced
at 10-M oc and fastened to each truss With 3-10d
0.131' X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
LOAD CASE(S)
Standard
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Job Truss Truss Type ty y
WRCLGiCL9 FL03 Floor 4 7
A0011800
Job Reference o tional
a„y•o •..aa.w, nun o ,csr s Nov ix 20 r rnnt: 8.120S NOV 1Z ZUl r MI Iek Industnes, Inc. Wed May 2 13 17:11 2018 Page 1 I
D:yPUCgG(LZTgtoRCQb771Naz2jnS-JeM9lnitwaOy 1 AfjjzFCu 1 Y5Q7M2OvUztYzwyYzKY3c 0-
1-8 H
2f 11- = U 2-2-11 1-94 f.-0]4{0 Dead
Load Defl. = 3/16 in 3x8 =
I
3x4 =
3x4 = 3x4 = 3x6 FP= 3x8 = 3x3 II 3x3 = 5x6 =
3x6 =
25
24 23 22 21 20 19 18 17 16 15 3x6 =
3x8 = 3x12 MT20HS FP= 3x10 = 3x8 — 3x3 — 3x6 =
12],
LOADING(
psf) SPACING- 2-0-0 TCLL
40.0 Plate Grip DOL 1.00 TCDL
10.0 Lumber DOL 1.00 BCLL
0.0 Rep Stress Incr YES BCDL
5.0 Code FBC2017/TPI2014 LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except* T1:
2x4 SP 2400F 2.OE(flat) T3:
2x4 SP No.2(flat) BOT
CHORD 2x4 SP M 30(flat) 'Except* B2:
2x4 SP 2400F 2.OE(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (
lb/size) 14 =
63/0-3-8 (min.0-1-8) 25 =
1086/0-7-4 (min.0-1-8) 18 =
1626/0-3-8 (min. 0-1-8) Max
Uplift 14 =-
119(LC 3) Max
Grav 14 =
202(LC 4) 25 =
1090(LC 10) 18 =
1626(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-3476/0, 3-4=-3476/0, 4-
5=-4535/0, 5-6=-4535/0, 6-
7=-4028/0, 7-8=-3080/0, 8-
9=-3080/0, 9-10=-3080/0, 10-
11=0f747, 11-12=0/745, 12-
13=-132/273, 13-14=-136/269 BOT
CHORD 24-
25=0/2043, 23-24=0/4267, 22-
23=0/4267, 21-22=0/4028, 20-
21=0/4028, 19-20=0/4028, 18-
19=0/1562,17-18=-273/132, 16-
17=-273/132 WEBS
2-
25=-2259/0, 10-18=-2443/0, 2-
24=0/1585, 10-19=0/1694, 3-
24=-252/0, 4-24=-874/0, 7-
19=-1427/0, 4-22=0/392, 5-
22=402/0, 7-20=0/389, 14-
1 fi=-363/17fi. 6-21=-357/n 6:
0-1-8,Edge], [7:0-1-8,Edge], [10:0-3-0,Edge], [13:0-1-8,Edge), [14:0-1 26:
0-1-8,0-0-121 CSI.
DEFL. in (loc) I/defl Ud TC
0.85 Vert(LL) -0.46 21-22 534 360 BC
1.00 Vert(CT) -0.63 21-22 389 240 WB
0.81 Horz(CT) 0.08 18 n/a n/a Matrix-
S NOTES-
1)
Unbalanced floor live loads have been considered
for this design. 2)
All plates are MT20 plates unless otherwise indicated.
3)
All plates are 1.5x4 MT20 unless otherwise indicated.
4)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 119 lb
uplift at joint 14. 5)
Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss With
3-10d (0.131- X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by
other means. 6)
Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.
500in. 7)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
129 Ib FT = 10%F, 10%E rr,
y n.vtrn{tlsrru.if•{InOrn9SmjitulRQrfulnnuI lies, tury6uppolmdrim an m1in,As;+YugltOQolfie Le.1.1l Ir64rl Wrms4 k%'m' led n,ar.muse mm..ti INnuormrpni"wn"Noorr t—
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pu41m140,m,OrO.>.i,rerud.,aahhdigDeuprr,bimrnAtaldLO;dn.hdMYsrnl.dlM1l.Orgpnd hNGdmhelln.Ahlm k7tlg4lgwigr.6,Mtli Anthony T Tombo ]Il, P.E. see A.{flgk,frdt
ue.lA a,W.srhlWdsS,p.nu,vplemsd tt.Ahr(.q.Wtd.pFl,•rmwlWlJ WnN q nl.lixA a, rar.:a As pnapla IKIM "d I, r,s0w.,ru, eVinnh w. I,",k,.p[q.f nlns,w..+u,.nsz 80083 Ar.lu
ldW lr.
I.s.a q.d q..r..D,hel prn ,x.0 Iklnu krptgm,hlCih{flq kup,uln,s SlmrEquaeq rtlq Ill grlaMr•nnnhta1rf111 4451 St. Lucie Blvd. zt lociOpltipht 01h16 Ad .I Lutrt • Anthaq I. lomb.11h H. leplolydioo ifdis lomnem, is up blo, is ptolih4rl riilen the wines permitti.a him Ad Lot Inure • Anihonr I. limbs ill, r 1. Fort Pierce, FL 34946
Job Truss cuss ype ty y
A0011801
WRCLGICL9 FL04 Floor 2 1
Job Reference optional
h r — i --, rws aorta, rs. .»a+o, u—gntryu rwss.corrr
0-1-8
H 2f -" I
Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Wed May 2 13:17,11 2018 Page 1
ID:yPUCgGR=gtoRCQb771Naz2jnS-JeM9lnitwaOyl AfjjzFCu 1 Y3g7M60tpztYZWyYzKY3c
1f1F10-12 1 2-14 0-A-8
Dead Load Defl. = 3/16 in
3x6 = 3x4 = 4x4 = 3x4 = 3x6 FP-- 4x8 = 3x3 II 3x6 =
22 21 20 19 18 17 16 15 14
3x6 = 3x8 = 3x8 MT20HS FP-- 4x8 = 3x10 = 3x8 =
3x8 =
if!
I25:0-1-8,0-0-121
LOADING (psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017frP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except'
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP 240OF 2.0E(flat) 'Except'
B1: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
22 = 987/0-7-4 (min.0-1-8)
14 =-351/0-3-8 (min.0-1-8)
15 = 2156/0-3-8 (min.0-1-8)
Max Uplift
14 =-533(LC 3)
Max Grav
22 = 989(LC 3)
14 = 86(LC 4)
15 = 2156(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3046/0, 3-4=-3046/0,
4-5=-3685/0, 5-6=-3685/0,
6-7=-2990/0, 7-8=-1783/0,
8-9=-1783/0, 9-10=-1783/0,
10-11=0/2375, 11-12=0/2373
BOT CHORD
21-22=0/1829, 20-21=0/3626,
19-20=0/3626, 18-19=0/2990,
17-18=0/2990, 16-17=0/2990,
14-15=-1236/0
WEBS
2-22=-2022/0, 10-15=-2653/0,
2-21=0/1345, 10-16=0/1919,
3-21 =-250/0, 4-21 =-64 1 /0,
7-16=-1557/0, 5-19=-396/0,
7-17=0/429, 12-14=0/1362,
12-15=-1544/0,6-19=0/1027,
6-18=-425/0
CSI. DEFL. in (loc) I/deft L/d
TC 0.96 Vert(LL) 0.4318-19 580 360
BC 1.00 Vert(CT) 0.5818-19 423 240
WB 0.91 Horz(CT) 0.05 15 n/a n/a
Matrix-S
3) All plates are 1.5x4 MT20 unless otherwise
indicated.
4) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 533
lb uplift at joint 14.
5) Recommend 2x6 strongbacks, on edge,
spaced at 10-0-0 oc and fastened to each truss
With 3-10d (0.131- X 3') nails. Strongbacks to be
attached to walls at their outer ends or restrained
by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 130 Ib FT = 10%F, 10%E
NOTES-
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4451 St. Lucie Blvd. I wlnrd nlmsMwlI IWlhbresMf3W hQ.ur.hOnrisr+an:de lehWeykuper,bfwan ern(.ftCdhYdld'gnitedrM1l ih(nrdiOrlpinl.heleu11a11ms.R11y1a1lfiTgt.hsMJNdkngsNlYYn1NW/11 z80083
or brighspc mi Geese ansserebimdsSr pemusof plsbesder kdy(raNmlerq pY-eau PlYfrYnklh Rid Y(1 nrBvdY fe u IRI Ylnferna'seF9rt IiMfLlins Map.Lne ksp [geatilmsantrse, ieu
ArMuldud lr e[ef t gtel gnanmq lr l Mtn nrrd M lnu hur Event is lad lrlq ksipe,n inni"Ev wfor twin Ngea rl t:nnnldW bRllZt Fort Pierce, FL 34946
6ppipN O 701A Ad hd bastes- Aalhaq 1. lemhe llh LE. ttp odoaiaa of Ah darment, in ul two, is ptahliatri rithco the runez ptroissiw hem Ad tool lasses - Aethmr 1. lento 111, r.l.
Job I russ Truss Type Qty Ply
A0011802
WRCLGICL9 FLOS Floor 4 1
Job Reference (optional)
0-1-8
H
2f6-0 11 2-3-12 i
3x4 = 3x3 = 3x3 11 4x8 =
run: n.1Zu s Nov 1Z Z01 r Print: 8.120 s Nov 12 2017 MTek Industries, Inc Wed May 2 13,17 12 2018 Page 1
I D:yPUCgGfLZTgtoRCQb7?INaz2jnS-ngwXz7j VhtWpeKEvHgnRRF4JKP117MZ76C 13U?zKY3b
1-7-8 0-A-8
Dead Load Defl. = 3/16 in
3x4 = 3x6 FP-- 3x4 = 3x6 =
23 22 21 20 19 18 17 16 15 14
3x4 = 3x8 = 3x6 FP= 3x4 = 3x8 = 3x6 =
4x8 =
5-11-4
5-11-4
Plate Offsets (X,Y)— [1:Edge,0-0-12], [2:0-1-8,Ed,
24:0-1-8,0-0-121,26[ 0-1-8,1
LOADING (psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(flat) 'Except'
132: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
20 = 1635/0-3-8 (min.0-1-8)
23 = 135/0-7-4 (min.0-1-8)
14 = 1022/0-3-8 (min.0-1-8)
Max Uplift
23 =-125(LC 4)
Max Grav
20 = 1637(LC 8)
23 = 299(LC 3)
14 = 1025(LC 7)
FORCES. (lb)
Max. Comp /Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-318/485, 3-4=0/1021, 4-5=0/1023,
5-6=-2734/0, 6-7=-2734/0,
7-8=-3848/0, 8-9=-3848/0,
9-10=-3848/0, 10-11=-3260/0,
11-12=-3260/0
BOT CHORD
22-23=-485/318, 21-22=-485/318,
20-21=-485/318, 19-20=0/1210,
18-19=0/1 210. 17-18=0/3848,
16-17=0/3848,15-16=0/3908,
14-15=0/1968
WEBS
2-23=-350/534, 3-20=-919/0,
12-14=-2160/0, 5-20=-2263/0,
12-15=011428, 5-18=0/1 717,
6-18=-273/46, 10-15=-716/0,
7-18=-1330/0, 10-16=-358/425
NOTES-
1) Unbalanced floor live loads have been
8,Edge], [12:0-2-8,Edge], [15:0-3-0,Edge], [16:0-1-8,Edge),
CSI. DEFL. in (loc) 1/defl Ud
TC 0.65 Vert(LL) 0.4315-16 546 360
BC 0.97 Vert(CT) 0.6115-16 384 240
WB 0.82 Horz(CT) 0.07 14 n/a n/a
Matrix-S
3) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 125
lb uplift at joint 23.
4) Recommend 2x6 strongbacks, on edge,
spaced at 10-0-0 oc and fastened to each truss
with 3-10d (0.131- X 3") nails. Strongbacks to be
attached to walls at their outer ends or restrained
by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 129 Ib FT = 10%F, 10%E
rnnsidP.rP.rf fnr this rtPsinn.
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uht ..MFl1t{tl bn11h6111 i n4 hrLNkL(.(gotlpr,StOm llMtK rlvrlgglArgM.rvpaJitlbrYluW/rglNlgrry.uldtrM41n4iM1a711ryfMYMPh1 1r,dl PFl IYIWifnitarem.lyyu0]reLVarIR1 Anthony T. Tombo 111, P E.
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Pees.e,nglTeplet enehef. IYlnuhlrt[spu Is COT r. l".1"", Ta:tsfv. bp. 0 of Weg mmadadem en es ta,a.Tnl Fort St.. FL Blvd. Apyipht07016AdfedTresses-
Aotheg1.
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o cuss ype ty
A]
russ
A00/1803
WRCLGICL9 FLO6G FLOOR GIRDER 1 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946. desjgn@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13:17:12 2018 Page 1
ID:hA3xRN7kH8GY_sasevnc 2zOBnp-ngwXz7jVhtWpeKEvHgnRRF4K3Poz7SH76C13U7zKY3b
i—
1-24
3x3 II
1 24x6 = 1 1
3x =
I
4x6 = 3x3 11
31 15 ,4 4 3x3 = 14 5 11 6
RI
IV
e•
g e 11 10 9 8
I.A — e RrA 11 4 RrA 11 2rA —
4x6 = 4x6 =
N_
6
9-5-4
9-5-4
Plate Offsets (X,Y)—Plate Offsets (X,Y):Edd e,0-1-81
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.07 10 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) 0.09 10 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 53 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
12 = 904/0-6-14 (min. 0-1-8)
7 = 897/0-3-8 (min.0-1-8)
Max Grav
12 = 904(LC 1)
7 = 902(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-13=-1914/0, 13-14=-1914/0,
3-14=-1914/0,3-15=-2482/0,
15-16=-2482/0,4-16=-2482/0,
4-17=-1830/0,5-17=-1830/0
BOT CHORD
11-12=0/1277, 10-11=0/2482,
9-10=0/2482, 8-9=0/2482, 7-8=0/1176
WEBS
2-12=-1568/0, 2-11=0/813,
3-11=-724/22, 5-7=-1443/0, 5-8=0/805,
4-8=-824/0
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-10d
0.131' X X) nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
3) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
190 lb down and 178 lb up at 2-5-4, 135 lb down
and 178 lb up at 4-5-4, and 190 lb down and 178 lb
up at 6-5-4, and 192 lb down and 172 Its up at
8-5-4 on top chord. The design/selection of such
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 7-12=-10, 1-6=-100
Concentrated Loads (lb)
Vert: 3=-114 13=-114 14=-110 15=-110
16=-114 17=-110 18=-117
rnnnPrtinn dnvir.P(cl is thv rPcnnncihility of niharc.
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n.tvtdo.ifIurso dq.•.mghatnnshdikl..Nute(q.,is401h A.1k w.,T,nsfr+•dorW .0wdad•en.e.eadgrnl Fort Pierce, FL 34946 Uppipht02016A1bdhates-
Aothny1.Tombs III, t.I. tepreloo.s11Aisloeouea,inonyl.gitpwhJltelwittiest the r,ithopermission hem bltool Tresses •AsthonyI fenloIII, r.t.
o russTruss Type
WRCLGICL9 FL07GE Floor Supported Gable
n0011804
Reference (optional)
0-A-8
0 1 2 3 4 5 6
Cl
Id
b Y ,
2 1
Job
Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi-rek Industries, Inc Wed May 2 13:17:13 2018 Page 1
I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-FOUvATk7SBegG U p5gOlg_SddvpH2s74GLs2dORzKY3a
01)-8
3x3 =
71. 8 9 10 11 12 13
rem
1 1 1 1
r ee
1 1 • 1 1 1
reeeeeeeeeeeee
1
f"mi x1 kii% nv C4•}}nh'i:•i%Yi%Fi::iii4'f^i\4.:vi\nii~;}{{:tik}v};:;:}i;'.,>.;?:••f.,+r•,:::ltitii':::'
0
1
d
26 25 24 23 22 21 20 19 18 17 16 15 14
3x3 =
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL . 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0
oc pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 16-1-0.
lb) - Max Grav
All reactions 250 lb or less at
joint(s) 26, 14, 25, 24, 23, 22. 21,
20, 19, 18, 17, 16, 15
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise
indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e.
diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced
at 10-" oc and fastened to each truss with 3-1 Od
0.131' X 3') nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
LOAD CASE(S)
Standard
CSI. DEFL. in (loc) I/deft Ud
TC 0.08 Vert(LL) n/a n/a 999
BC 0.01 Vert(CT) n/a n/a 999
WB 0.03 Horz(CT) 0.00 14 n/a n/a
Matrix-S
PLATES GRIP
MT20 244/190
Weight: 72 lb FT = 10%F, 10%E
me." rim,a..01u•w.d'uwmnmisrsu!RluwlllM&1114mMISWON rWIr`),amnII1W1rtoo e,mw l.,r.,rid.n,m,r n,ar o-e.plfUFl Iutdnii ird.LLll la.mOmlrY.0 ahvesasr MTmmh Wiars
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ru M4el r!slmNq.r q...n'rlhapenbsnsl 4Tins ks*Igo.n b.lib!.u auM.. i•m irm.I ea.;wq utq W+1 b.s.rniM.mi. 4451 St. Lune Blvd. enripg0n1111led
Tresses - "NY 1.IenNaI.LE.Irynsienuedrlislueeer,iugbu,ispoYI"Ini"lea Ike .mmNpanissie. hem llloci bosses -Whogl.lode 111,?.1. Fort Pierce, FL
34946
Job Truss Truss Type ty ply
A0011805
WRCLGICL9 FLO8 Floor 4IQ 1
Job Reference (optional)
N t t<001 trusses, rsus nerve, r ,r+a+o, aestgntQ/n twss.cwn
0-1-8
Fi 1
2-6-0
Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MTek Industries, Inc. Wed May 2 13:17:13 2018 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-FOUvATk7SBegGUp5gOlg_SdV5p2csurGLs2dORzKY3a
1-6-0 2-1-0 1 1
3x3 = 3x3 =
3 4 5 6
0-8
Dead Load Deft. = 1116 in
3x6 =
7 8
Va
n 1
E
3x4 =
LOADING(psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-M
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
9 = 861/0-3-8 (min. 0-1-8)
14 = 867/0-7.4 (min. 0-1-8)
Max Grav
9 = 861(LC 1)
14 = 867(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2519/0, 3-4=-2519/0,
4-5=-2791 /0, 5-6=-2536/0,
6-7=-2536/0
BOT CHORD
13-14=0/1578,12-13=0/2791,
11-12=0/2791, 10-11=0/2791,
9-10=0/1607
WEBS
7-9=-1763/0, 2-14=-1744/0,
7-10=0/1027, 2-13=0/1041,
5-10=-589/31,4-13=-603/16
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) All plates are 1.5x4 MT20 unless otherwise
indicated.
3) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
3x6 = 3x6 =
1
CSI. DEFL. in (loc) I/deb Ud
TC 0.58 Vert(LL) 0.1810-11 999 360
BC 1.00 Vert(CT) 0.2510-11 770 240
WB 0.50 Horz(CT) 0.05 9 n/a n/a
Matrix-S
3x6 =
PLATES GRIP
MT20 244/190
Weight: 81 lb FT = 10%F, 10%E
Stanrlarrl
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dratdry e(esaa girl tpr e.tmq hofpnn nthd hfnudtrp[tthlCldlM>a Mupw,nin:s SimaEtpsontsor wy Ne{edolle:elnsolisolhini. Fort Pierce, FL 34946 eppilh102016AIRoof hoists -
Aoiloryf.lemheIII, I'l.pepudeGioeofthsdemnem,incoy fan,isptoliABedsoilhemlit vnrteopermission hem AdpeufLosses - Anthony 1.fembo111,1`1.
Job Truss Truss Type Qty Ply
WRCLGICL9 FL09 Floor 10 1
A0011806
Job Reference optional)
0-1-8
H , 2-6-0
o. i cu s rvuv , c zui r m, i ex mousmes, Inc. weo may Z 13:17.14 2018 Pagel
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-jD2HOpklD VmXue0105pvWgAgCDOkbLI PaWnAYtzKY3Z
1-6-0, 2-20 H 130 i
Dead Load Dell. = 1/16 in
1.5x4 II
1.5x4 = 3x6 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x6 = 1.5x4 11
0
1 2 3 4
Ij
5 6 7 8
IIr aI,I I'I
ee- ei:
7 r 13 12 11 10 9
3x4 = 3x6 = 1.5x4 II 1.5x4 II 3x6 = 3x4 =
15-9-8
15-9-8
ate Offsets (X,Y) - [1:Edge,0-0-121, [10:0-2-0,Edge] [13:0-2-8 Edgel [15:0-1-8 0-0-12]
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC20171TP12014
LUMBER -
TOP CHORD 2x4 SP No.2(Flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 1-4-12 oc bracing.
REACTIONS. (lb/size)
9 = 855/Mechanical
14 = 85510-7-4 (min.0-1-8)
Max Grav
9 = 855(LC 1)
14 = 855(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2468/0, 3-4=-2468/0,
4-5=-2707/0, 5-6=-2463/0,
6-7=-2463/0
BOT CHORD
13-14=0/1551, 12-13=0/2707,
11-12=0/2707, 10-11=0/2707,
9-10=0/1552
WEBS
7-9=-1716/0, 2-14=-1715/0,
7-10=0/1007,2-13=0/1014,
5-10=-595/28, 4-13=-570/31
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced
at 10-M oc and fastened to each truss with 3-10d
0.131' X 3') nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
4)'CAUTION. Do not erect truss backwards.
LOAD CASE(S)
Standard
CSI. DEFL. in (loc) I/defl Ud
TC 0.62 Vert(LL) 0.18 12-13 999 360
BC 1.00 Vert(CT) 0.2412-13 763 240
WB 0.48 Horz(CT) 0.05 9 n/a n/a
Matrix-S
PLATES GRIP
MT20 244/190
4
Weight: 79 lb FT = 10%F, 10%E
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Job I russ I russ I ype aty Ply
A0011807
WRCLGICL9 FL10 Floor 3 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce. FL 34946, design a@al truss.com Run 8.120 s Nov 12 2017 Print, 8.120 s Nov 12 2017 M7ek Industries, Inc. Wed May 2 13:17,14 2018 Page 1
I D-yPUCgGfLZTgtoRCQb7?INaz2jnS-jD2HOpklDVmXue0105pvWgAdiDYVbPGPa WnAYtZKY3Z
0-1-8
A5xf II 1-5-0 2 30 = 2-6-0 e 3 3x3 II
3x3 = U6 =
0-3-0 4-2-0
Plate Offsets (X,Y)— (1:Edge,0-0-121, (6:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.00 5 "" 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.05 4-5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 25 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-0
oc purtins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 = 65910-3-8 (min.0-1-8)
5 = 735/0-7-4 (min.0-1-8)
Max Grav
4 = 659(LC 1)
5 = 735(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
3-4=-299/0
BOTCHORD
4-5=0/736
WEBS
2-4=-810/0, 2-5=-951/0
NOTES-
1) Recommend 2x6 strongbacks, on edge, spaced
at 10-" oc and fastened to each truss with 3-10d
0.131' X 3') nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
2) CAUTION, Do not erect truss backwards.
3) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100
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YIIrlrvcmin,e lYrul dibfODnw•N belrnt Rvrlywapr.Spne!trpr;mudnglC7 nlrnemnr.¢1t rdnptMWdrrryebl nyrvlNrbmr lnpdhse7l lnttlgedwtlr lOD wll, de Rl. Ih lrupnugnm.Idgr.OnwttMan Anthony T. Tombo 111, P E.
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Job Truss truss type Qty y
WRCLGICL9 FL11 Floor 3 1
A0011808
Job Reference (optional)
ro•• •••w•• nun u.,auo r,u,,c—if --l-o., cu5 NW.[ZUI/ MI I ex+nousrnes. inc. wea May Z 13:17:15 2018 Page
1D•hA3xRN7kH8GY_sOsevncy2zOBnp-CPcfb91N_ouNVoyUyoK83bzzdy9KtOZoAXj5KzKY3Y
0-1-8 3x3 = 3x3 II 5x6 =
ASXO II 1-3-0 9 1-1-0 a
10
4 0f—
1.5x4 =
aL1 L1
1.Sx4 11 3x3 =
7 6 5
3x3 =
4-1-0
4-1-0
Plate Offsets (X,Y)— 1:Edge 0_. U-121, [4:0-1-2,Edge], [9:0-1-8,0-0-121
CSI. DEFL. in loc) I/defl UdLOADING(psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) 0.01 5 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) 0.02 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5.0
oc puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 = 214/0-3-8 (min. 0-1-8)
8 = 214/0-6-14 (min. 0-1-8)
Max Grav
4 = 214(LC 1)
8 = 214(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 25 lb FT = 10%F, 10%uE
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MthonyT.
80083
III, PE.
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Job Truss I russ I ype Oty Ply
A0011809
WRCLGICL9 FL12GE GABLE 1 1
Job Reference (optional)
Al KOOI r russes, ran r,erce, r-L J4tKo, aesign argaivuss com
2
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13' 17:15 2018 Page 1
ID. hA3xRN7kH8GY_sOsevncy2zOBnp-CPcfb91N_ou NVoopyUyoK83tizWdzTKuaZoAXj5KzKY3Y
3 4
Id
10 12
c
T T
4
9 11
0
d61
8 7 6 5
1-4-0 2-8-0 4-1-0
1 4-0 1-4-0 1-5-0
Plate Offsets (X,Y)— [1:Edge,0-0-121, [9:0-1-8,0-0-121, [11:0-1-8,0 0 121
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight: 20 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-1-0.
lb) - Max Grav
All reactions 250 lb or less at
joint(s) 8, 5, 7, 6
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise
indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e.
diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced
at 10-" oc and fastened to each truss with 3-10d
0.131' X 3') nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
LOAD CASE(S)
Standard
r.." Am,an"Vi10ti , w mi,r{n,.0.im,lop 1 gl[rrlr.,,a.11.o.rarua.,{sr, w,m rr =WsskIIL gf Wld
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ia hgp.,, Y•,nw 11,4n,I,u*fyanhr014 wIq A,*,,.. im{flm•fy,.,lq wty nyWwlnn.,. Mlrr.Irrl Fort Pierce, FL 34946 rry,itltm )OIOAI[ulGaut Aetlul Ltenh.
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Job Truss cuss I ype ty y
WRCLGICL9 H.12A Diagonal Hip Girder 2 1
A0011810
Job Reference (optional)
1 Roof Trusses, Fort Pierce• FL 34946. design@attruss.com Run: 8 120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MTek Industries, Inc Wed May 2 13:17.16 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-gbA1 pUm7160E7xXg W WrNb5F7H01C3LJi 1 gGHdmzKY3X
1-5-0 3-5-11
1-5-0 3-5-11
2x4 =
3-5-11
LOADING(psf) SPACING- 2-M CSI. DEFL. in floc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight. 13 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-11
oc purllns.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 80/Mechanical
2 = 243/0-10-15 (min. 0-1-8)
4 = 42/Mechanical
Max Horz
2 = 70(LC 4)
Max Uplift
3 = 45(LC 8)
2 = 135(LC 4)
Max Grav
3 = 80(LC 1)
2 = 243(LC 1)
4 = 58(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope); cantilever left and right exposed ; end
vertical left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psi
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 45 lb
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb
down and 7 lb up at 1-4-9 on bottom chord. The
design/selection of such connection device(s) is
the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B)•
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-7(F=-3, B=-3)
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Job I russ Truss Type Qty ply
A0011811
WRCLGICL9 HJ3A Diagonal Hip Girder I I
Job Reference (optional)
A7 Roof Trusses, Foil Pierce, FL 34946. designQaltruss.com Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc Wed May 2 13:17 17 2018 Page 1
I D:hA3xRN7kHBGY_sQsevncy2zOBnp-BojQOgnd WQ85156t3DMc8loHrQdQoo7-sGUOg9CzKY3W
1-5-0 4-2-3
1-5-0 4-2-3
LOADING (psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-3
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 100/Mechanical
2 = 269/0-10-15 (min.0-1-8)
4 = 52/Mechanical
Max Horz
2 = 79(LC 4)
Max Uplift
3 = 63(LC 4)
2 = 196(LC 4)
4 = 42(LC 5)
Max Grav
3 = 100(LC 1)
2 = 269(LC 1)
4 = 72(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope); cantilever left and right exposed ; end
vertical left exposed; porch left exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of
2x4 =
CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TC 0.22 Vert(LL) 0.03 4-7 999 360 MT20 244/190
BC 0.17 Vert(CT) 0.03 4-7 999 240
WB 0.00 Horz(CT) 0.00 3 n/a n/a
Matrix -MP Weight: 15 lb FT = 10%
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 49 lb down and 7 lb up at 1-0-9, and 49 lb
down and 7 lb up at 1-4-9 on bottom chord. The
design/selection of such connection device(s) is
the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B)
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-7(F=-3, B=-3)
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Job Truss I cuss I ype Qty Ply
WRCLGICL9 HJ6 Diagonal Hip Girder 2 1
A0011812
Job Reference o tional
o•y a,.,..wrr, Run: o. rcv s Nov fZ 201 f Pnnr 6.1Zu s Nov W Zo1 r Wells Industries, Inc. Wed May 2 13.17:17 2018 Pa e 1ID:hA3xRN7kH8GY_sOsevncy2zOBnp-8ojDOgndWO85156t3DMc8loDlOawooZsGUOg9Czoi W
1-5 0 7-8-9
1-5-0 7-8-9
Dead L Defl. = 1/8 in
2.83 12
11
10 1
2
J
1 B1
12 13 4
3x4 =
Q-3-1p 7-8-9
0-3-1 74-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.24 4-9 378 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.24 4-9 389 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 26 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP 240OF 2.0E
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 194/Mechanical
4 = 114/Mechanical
2 = 435/0-4-15 (min. 0-1-8)
Max Horz
2 = 100(LC 4)
Max Uplift
3 = 126(LC 4)
4 = 94(LC 5)
2 = 308(LC 4)
Max Grav
3 = 194(LC 1)
4 = 144(LC 3)
2 = 435(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope); cantilever left and right exposed ; end
vertical left exposed; porch left exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 18 lb down and 18 lb up at 2-1-0, 18 lb
down and 18 lb up at 2-1-0, and 44 lb down and
59 lb up at 4-10-15, and 44 lb down and 59 lb up
at 4-10-15 on top chord, and 3 lb down and 20 lb
up at 2-1-0, 3 lb down and 20 lb up at 2-1-0, and
23 lb down and 55 lb up at 4-10-15, and 23 lb
down and 55 lb up at 4-10-15 on bottom chord.
The design/selection of such connection device(s)
is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 11=-8(F=4, B=4) 12=-5(F=-2, B=-2)
13=-32(F=-16, B=-16)
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FL 34946
Job truss cuss I ype Qty Ply
o A0011813
WRCLGICL9 HJ7 Diagonal Hip Girder 5 1 Job
Reference (optional) Al
Roof Trusses, Fort Pierce, FL 34946. design@altruss.com 1-
5.0 1-
5-0 4-
1 4-
1 Run,
8.120 s Nov 12 2017 Pnnt: 8 120 a Nov 12 2017 MTek Industnes, Inc. Wed May 2 13:17:18 2018 ID:
hA3xRN7kH8GY_sQsevncy2zOBnp c_HoDAoGHIGyMFh3dxtrhWKNJgsmXAw?U81Nh1 4-
11-0 4x4
II 1.5x4 II 3x4 =6 4-
11-0 4-
11-0 9-
10-1 4-
11-0 Plate
Offsets (X,Y)-- 12:Edge,0-0-1I LOADING(
psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL
0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL
10.0 Code FBC2017lrP12014 Matrix -MS Weight: 44 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-&0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc
purtins. BOT
CHORD Rigid
ceiling directly applied or 10-" oc bracing. REACTIONS. (
lb/size) 5 =
155/Mechanical 2 =
468/0-4-9 (min. 0-1-8) 6 =
323/Mechanical Max
Horz 2 =
169(LC 22) Max
Uplift 5 =
78(LC 4) 2 =
232(LC 4) 6 =
68(LC 8) Max
Grav 5 =
155(LC 1) 2 =
468(LC 1) 6 =
323(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-269/66, 3-13=-755/158, 4-
13=-699/165 BOT
CHORD 2-
15=-257/697,15-16=-257/697, 8-
1 6=-257/697, 8-17=-257/697, 7-
17=-257/697 WEBS
4-
8=0/255, 4-7=-749/276 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS envelope);
cantilever left and right exposed ; end vertical
left exposed; Lumber DOL=1.60 plate grip DOL=
1.60 3) '
This truss has been designed for a live load of
20 Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 4)
Refer to girder(s) for truss to truss connections.
5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 78 lb
uplift at joint 5, 232 lb uplift at joint 2 and 68 lb uplift
at joint 6. 6)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 78 lb down and 95 lb up at 14-9, 78 lb down
and 95 lb up at 1-4-9, 40 lb down and 54 Its up
at 4-2-8, 40 lb down and 54 Ib up at 4-2-8, and
60 lb down and 56 lb up at 7-0-7, and 60 lb down
and 56 lb up at 7-0-7 on top chord, and 10 lb
down and 9 lb up at 14-9, 10 lb down and 9 lb up
at 14-9, 13 lb down at 4-2-8, 13 lb down at 4-
2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-
0-7 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7)
In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back B).
LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=
1.25, Plate Increase=1.25 Uniform
Loads (plf) Vert:
1-5=-60, 6-9=-20 Concentrated
Loads (lb) Vert:
3=63(F=31, B=31) 14=-85(F=42, B=42) 16=
4(F=-2, B=-2) 17=-54(F=-27, B=-27) 21
This fniss has hP..P.n rlPsinnAd fnr a 1fl.n nsf ocq
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1se1—"["
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FL
FL 34946 oppiphi01616 A-
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Job I Russ nISS I ype
T. A0011814
WRCLGICL9 J2A Jack -Open 4 I Job
Reference (optional) Roof
Trusses, Fort Pierce, FL 34946. desrgn®alouss.corn Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13 17:19 2018 Page 1 ID:
hA3xRN 7kH8GY_sOsevncy2zOBnp-4ArAR Wou21 Op_PGFBePSDjteJEKjGi38joVxE5zKY3U 1-
0-0 2-6-0 1-
0-0 2-6-0 2x4 =
2-
6-0 LOADING (
psf) SPACING- 2-M CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 999 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL
10.0 Code FBC2017/rP12014 Matrix -MP Weight: 10 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP N0.2 BOT
CHORD 2x4 SP No.2 BRACING-
LOAD CASE(S) TOP
CHORD Standard Structural
wood sheathing directly applied or 2-6-0 oc
purlins. BOT
CHORD Rigid
ceiling directly applied or 10-M oc bracing. MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
uide. REACTIONS. (
lb/size) 3 =
56/Mechanical 2 =
170/0-8-0 (min. 0-1-8) 4 =
29/Mechanical Max
Horz 2 =
58(LC 12) Max
Uplift 3 =
34(LC 12) 2 =
60(LC 8) Max
Grav 3 =
56(LC 1) 2 =
170(LC 1) 4 =
42(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads. 3) '
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-" wide will fit between the bottom
chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of x.
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Tornbo III, P.E. 0083 80083
bl.Lgrsprd(
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Job russ Truss Type ry ply
A0011815
WRCLGICL9 J2C Jack -Open 6 1I Job Reference o tional
AI Root Trusses, Fort Pierce, FL 34946, designQal Wss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13:17:20 2018 Page 1
I D: hA3xRN7kH8GY_sQsevncy2zOBnp-YM PYespWpL WgcZrSlMwKmxQpgegC79J IySEUmXzKY3T
1-0-0 2-6-0
lAd
2x4 = 1.5x4 11
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 8 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance With Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 = 164/0-8-0 (min. 0-1-8)
4 = 603/Mechanical
Max Horz
2 = 75(LC 9)
Max Uplift
2 = 75(LC 8)
Max Grav
2 = 164(LC 1)
4 = 603(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
3-4=-580/0
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-6=-20
Concentrated Loads (lb)
Vert: 3=-525
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Job I russ s ype ty yA0011816WRCLGICL9J3AFr—
us
ck-Open 3 I
Job Reference o tional
a••t ••w••u, : o. 20 s Nov ,2 cui t Prim: o .zu s Nov 1z zorr Mi Iek Industries, Inc. Wed May 2 13:17:20 2018 Pagel
I D: hA3xR N 7kH 8GY_SOsevncy2zOBn p-YM PYesp W pL W gcZrS I MwKmxQoE eea?9J I yS E U m Xzk;Y3T1-0-0 3-0-0
1-0-0 3-0-0
0
N
2x4 =
3-0-0
3-0-0
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.14 Vert(LL) 0.01 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size)
3 = 71/Mechanical
2 = 188/0-8-0 (min.0-1-8)
4 = 37/Mechanical
Max Horz
2 = 67(LC 12)
Max Uplift
3 = 43(LC 12)
2 = 103(LC 8)
4 = 31(LC 9)
Max Grav
3 = 71(LC 1)
2 = 188(LC 1)
4 = 52(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S Opsf; BCDL=S.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed; porch
left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 43
lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb
uplift at joint 4.
LOAD CASE(S)
Standard
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dr°""'°'`"s 4451
St. Lucie Blvd. PeelgwN.rwf:r InglgvN r,e.leWhl141 Fort
Pierce. FL 34946 bppilli02016A•I teel liesses - A.II.y 1. limbs Ill, 11. Itpnbdie. of Ais Imam. in ay lam, is prokiletd .iticn she nine rermissiu hw A -I tool Items -1n6mr 1. Tomb 111, P.E.
Job russ cuss I ype ty y
A0011817
WRCLGICL9 J6 Jack -Open 3 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc Wed May 2 13:17:21 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnpOZzwsCg8aeeXDjQel3RZ18ys71u9kcZRB6_21zzKY3S 1-
0-0 5-0-0 1-
0-0 5-0-0 3x4 =
0-
3-4 5-2-12 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 4-7 397 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.14 4-7 470 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-6-0 oc
purlins. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 3 =
140/Mechanical 4 =
72/Mechanical 2 =
283/0-3-8 (min. 0-1-8) Max
Horz 2 =
100(LC 8) Max
Uplift 3 =
92(LC 8) 4 =
61(LC 8) 2 =
190(LC 8) Max
Grav 3 =
140(LC 1) 4 =
99(LC 3) 2 =
283(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph, TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads. 3) .
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-M wide will fit between the bottom
chord and any other members. 5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 92 lb
uplift at joint 3, 61 lb uplift at joint 4 and 190 lb uplift
at joint 2. LOAD
CASE(S) Standard
r.
ry Ihru Onglhrxnrn'W 1170f nrSSa pS[UErl f[1;w1 fIwI1!(OW'JIIC4(RIOxj IL1T;WIIWORn:xlR ha serfs Ydso poi-1.drd.dn w Intl-Oesp hr.gilW; WIN Wines 1, Iwie41 Lidxeso SW16•r wt hhndle—s hlr,14Trk.rj IYihlto:
n
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b.ii.u nd xr.am sirso do.>nt.vd.pxdi.w oeW...nrxan nrocre awl.r>atwdlxLrM ixdxdlud. mu xdmtwt I.o.rmy.nmm.dn.:a lnrd xr.cu>,+ a 80083 0.
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lraftlia qrd4•Y.rEyhdinset nrhrl The Nuhuply xn IN bldtlar hup,xlief f14. Eyawq d.MfrsOgIadadmn Yesiddrall. FortPierce,
FL 34946 lopyilhl02016A•1lafhOtses-
WileyI.Tombs111,r.1 tepnbwienofskisdnmwem,inayIN96ispl0kihiledwithotlihewdrenlermisiielhowAdtoolhates-Anthony1.lonko111,LE.
Job russ truss type Uty ply
WRCLGICL9 J7 Jack -Open 10 1
Aoolle,e
Job Reference (optional)
eoew, . .reo+o, uesrgn o a rwss cwn nun: 8 120 a Nov 12 2011 rnnt: 8.120 a Nov 12 2017 MTek Industries, Inc. Wed May 2 13 17:22 2018 Page 1
ID: hA3xRN7kH8GY_sQsevncy2zOBnp-UIXJ3YrmLymOrslgsnyor MVy9RFZT3obPmjbgQzpO3R
1-0-0 7-0-0
1-0-0 7-0-0
4x6 11
7-0-0
7-0-0
Dead Load Deft. = 1/8 in
Plate Offsets (X,Y)— 2:0-3-8,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in" loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.21 5-8 394 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.21 5-8 393 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 26 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (lb/size)
4 = 179/Mechanical
2 = 342/0-3-8 (min.0-1-8)
5 = 94/Mechanical
Max Horz
2 = 156(LC 12)
Max Uplift
4 = 131(LC 12)
2 = 92(LC 12)
5 = 2(LC 12)
Max Grav
4 = 179(LC 1)
2 = 342(LC 1)
5 = 131(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-618/107
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed , end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
51 PrnvidA marhaniral rnnnPrtinn (hv nthPrcl of
LOAD CASE(S)
Standard
ey n a nrt.rhh.r.•rlrwrnmmFuulnanulnuur,emanenmmriwllr;llClCAfliel(erhrs.rerf,vppntlmdmlurn mlmtka krglR4!dhlAgl lrYRr11A wAMMrene o+reer.dommm,.y
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ihony28008T. olll,P.E. r tdlal
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Ir,dlreeu•ear7tal"a myhdfr. ind' IktrruhupFals-1heotard1. hs °d- w•.
nn,rpt,.ermrrre.,w„ 4451 St.
Lucie Blvd. I p,rnn:rtrer y mdnr•eM In4db r rnlddntnl Fort Pierce,
FL 34946 Gppiptl0}p16Alodlnttes-
Amtogl.lem6eill,f.E. tepndedioedrlisdesoasem,ihesltwo,itprctilsited irtaaslte rinespunsia ehenbttcrltrines-Aerhuy[.oasteill,Ft.
Job russ I cuss iype ly y
AOO1t819
WRCLGlCL9 J7C Jado-Partial 5 1
Job Reference (optional)
AT Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8 120 is Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13 17 23 2018 Page 1
I D:hA3xRN7kH8GY_sQsevncy2zOBnp-zx5hHurO6GuFTOaOQUT1 OZt C_rbrCW2keQT8NszKY3Q
7-6-0
7-0-0
m
N
A
4x4 =
LOADING(psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
CSI. DEFL. in loc) I/defl L/d
TC 0.62 Vert(LL) 0.23 3-6 395 360
BC 0.49 Vert(CT) 0.26 3-6 341 240
WB 0.00 Horz(CT) 0.02 2 n/a n/a
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 6-0-0
oc purilns.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 = 297/0-3-8 (min. 0-1-8)
2 = 201/Mechanical
3 = 97/Mechanical
Max Horz
1 = 150(LC 12)
Max Uplift
1 = 71(LC 12)
2 = 145(LC 12)
Max Grav
1 = 297(LC 1)
2 = 201(LC 1)
3 = 140(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces 8 MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
Dead Load Dell. = 1/8 in
PLATES GRIP
MT20 244/190
Weight: 23 lb FT = 10%
eq.11nu 4er.lr rrurh•11130F IIe161'Yuln Qrtul rElxl lI.U1L?Lhhu+L+n Mane wm eer.r. ar<dnamr,.7 YlUt+
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rr+6mf 40nmb0.i+nercei¢fn6leUarknp,ehnwnrlbulAel dme6dla4gdeeylM1l lbepp a80083 h qlq
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lrefd-i qed 9•Y h Nr+e+snY.e hlnvour lymeh101d Wre Mnp,nh.sltaa E imary Wrt UmmuleWe+n"tebidurrsl. Fort Pierce, FL 34946 GplsipYtOtE11{Aliwflnues
Amlagl.lee6eill,l.1. hpulo0iaed0is4meem,ieaghem, ispm{i{Bd011CFt The rrirlupereisaes hem A•1TodTresses •Aetheer1.fem6eIII, GE.
Job Truss Truss Type ty
WRCLGICL9 M7G Jack -Closed Girder 1 1
A0011820
Job Reference (optional)
t otw, a. u, uasynUu a iwss.mm nun. 8A20 s Nov 12 201 r Print: I1 12o s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13:17:24 2018 Page 1
ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-R8e3U Ds1 s2064A8DzB_GwnaUcFpsxpGut4CivlzKY3P
3-6-0 7-0-0
3-6-0 3-6-0
6x6 =
LOADING (psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr NO
BCDL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-9
oc puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-9-13 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size)
1 = 1480/0-3-8 (min.0-1-12)
4 = 1564/Mechanical
Max Horz
1 = 138(LC 23)
Max Uplift
1 = 422(LC 8)
4 = 523(LC 8)
Max Grav
1 = 1480(LC 1)
4 = 1564(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-2109/592
BOT CHORD
1-9=-643/1912, 5-9=-643/1912,
5-10=-643/1912,4-10=-643/1912
WEBS
2-5=427/1579, 24=-2152/724
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope); cantilever left and right exposed ; end
vertical left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
1.5x4 II
3
JUS26 3x6 11 JUS26 4x6 =
JUS26
CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TC 0.18 Vert(LL) 0.03 4-5 999 360 MT20 244/190
BC 0.95 Vert(CT) 0.05 4-5 999 240
WB 0.64 Horz(CT) 0.01 4 n/a n/a
Matrix -MP Weight: 40 lb FT = 10%
3) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 422
lb uplift at joint 1 and 523 lb uplift at joint 4.
6) Use USP JUS26 (With 10d nails into Girder i3
10d nails into Truss) or equivalent spaced at 2-0-0
oc maxstarting at 1-6-12 from the left end to 5-
6-12 to connect truss(es) B02 (1 ply 2x4 SP), B04 (
1 ply 2x4 SP) to front face of bottom chord. 7)
Fill all nail holes where hanger is in contact with lumber.
8)
In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back B)•
LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=
1.25, Plate Increase=1.25 Uniform
Loads (pin Vert:
1-3=-60, 4-6=-20 Concentrated
Loads (lb) Vert:
5=-832(F)9=-832(F) 10=-832(F) M
a neu & .O mo mr'11Ica llmslsr,Flllrs 6111rI IN6 a (olormis m a rivin ltuonldW;Ir M rrd but pwdr, r rr Wt m W, i n, lr '!•a.q (pqr m lOy I.Imk R t [ rdrm Wn Wr,.0 Yau r]nn l t9SI r IN ltl rh Wlrl
per Irt tld h.ul W Y Itl k rN It a imr Ator p s-4artdl [atrr14 to • q I:I nNne.t atpmu d th Ndutxrl mpeuy utptrq M d tq d h Imt kiee •>M I71 mL, re IM1I. h http eur'u, 1 ueoan, sr Ml I
r.tdoth.eewp+4nbny.flajddo.,.,rc..tero d arrwtya4...ruaedn,utmatre,Mdaay.wNln.mwewd>rlxd.,run,drtmt.mryi.a u.*..uwN:g arwn4..a7d Anthony
T.80083
III,
D.E. 80083
tnMywtrrrrr,r.r L,rt,nw,.yttlNMN.mmrp 4ndb4N Inwus/dlla.ee.(t(spN NM1.71rY(Intd.rdlrryida,ru thllt4edntptid„nrOft, dOth.uMsF,L.uhvr!gnuNim,Ilyd.L.r,m 4451 St. Lucie Blvd. mn.Iwxadl.s(raaRr.:.rlgnrrat.ond Irun,on*t.ennulal.uyaTn,.tmtstn.[yn.d. rug uwrmM.t.,na.al+lnl For, Pierce, FL 34946 apyripMo tlli
A-1 tad russet. wkaay I. Iede III, P.E. Iepfdmin d Ikh diamal,isaay lem,aPaiiYudrillaal[it -41- pmmrssna ham A l INI tenses A1166Y 1. 140a ill, r I.
Job I russ I fuss I ype11tyy
A0011821
WRCLGICL9 VO4 Valley 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Wed May 2 13,17:24 2018 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-R8e3UDs1 sZ064A8DzB_GwnaWYFObxztut4CivlzM3P
2-0-0 4-0-0
2-0-0 2-0-0
5.00 12 2 3x4 =
2x4 2x4
rdd
Milo 3-11-6
Plate Offsets (X,Y}- 12:0-2-0,Edge)
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 4-"
oc puffins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 = 100/3-10-13 (min. 0-1-8)
3 = 100/3-10-13 (min. 0-1-8)
Max Horz
1 = 9(LC 13)
Max Uplift
1 = 29(LC 12)
3 = 29(LC 13)
Max Grav
1 = 100(LC 1)
3 = 100(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
Yt.q-14"birk*srcx.1*14[Cc UsurS0411.NI TEM 9rCURIS(61Cxipg1)e(u0ellk1rrrW I.Cp ksgjvr ms d,dry r.6.im k-,rp II—ei l l ee 4h.q 1. leskap l Id—SkdlA..w hqv Cr..0 s7e1..M I10. tll
Wld arrWsdJh.vI4YIhI s.hrra/Is.Imsh.,r Fepnp..Sryi,tsrlyrr)h.s.dr G4nn,.n esq,wedYpesns d.ep..,u n,paW7n en de l,egdsr segq has lgl7MwYIr1 W., deIM1 l.4hs,pnsrers.o,Y4l ufh s, serin Anthony T. Tombo 111, D.E.
eelmdns MshrgAkerhyny..Wljdhr C.en,YC.r'ewttacd•hlaMgkfyui.r6savndik itC el.t(wfrlad,r/q upolM. ragrnddYlMdghllwdsef., 480083
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hrr.tr hhMMe(.pe}rcl.p •.dY h gr.rs rnhd IYGneks,rtrpe.vn.Ctk WWpkura.•Grit S; s6e[yud.r Wmq 11.giWV/hnnn Mrf.1M11 For. Pierce, FL 34946
bppipMOIDIdAdbdlnaes Adho.yLlehbe0l.LE. terel.n,adllislmmrar,ioil lela,sps.hlddrdleelthe .,me.pus,uistre AIIle.tlrnus-A.m.gl.Iesle116r.1.
Job Tniss cuss ype ty Ply
WRCLGICL9 VO8 Valley 1 1
A0011B22
Job Reference (optional)
g
d
G., -o,w, Run 8 120 s Nov 12 2ul r Nnnl: 8.120 s Nov 12 2017 MTek Industries, Inc. Wed May 2 13 17.25 2018 Page 1
I D: hA3xRN7kH8GY_sOsevncy2zOBnp-vKCRhZtfdt9ziKjPXvW VT_7eMfM KgPS 15kyFR1 3O
4-0-0 8-0-0
4-0-0 4-0-0
4x4 =
5.aa
4
2x4 1 5x4 11 2x4
a
6
7-11-6 0
7-11-6 10
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L /d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purtins.
BOT CHORD
Rigid ceding directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 = 128/7-10-13 (min. 0-1-8)
3 = 128/7-10-13 (min. 0-1-8)
4 = 26317-10-13 (min. 0-1-8)
Max Horz
1 = 24(LC 16)
Max Uplift
1 = 53(LC 12)
3 = 57(LC 13)
4 = 44(LC 12)
Max Grav
1 = 128(LC 1)
3 = 128(LC 1)
4 = 263(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psi
bottom chord live load nonconcurrent with any other
live loads.
5) ' This truss has been designed for a live load of
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 53
lb uplift at joint 1, 57 lb uplift at joint 3 and 44 lb
uplift at joint 4.
LOAD CASE(S)
Standard
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I rmle,M+h ttwi hrn 4ro.e^,rD.r^'e.acd .r
ur ughl,n+ge:riar.,rstmr M4syrnuerya,t.eq,ra.e,,.nYn Anthony T. Tomllo III, P.E. q.uw j 9, r.G,4r..r,reen4rm4rs(rrl.draquarrtu IayrutirlrlElre,rdnrdrh.u.drgry,ugr.n.h.rhedquanrany.,dd rt
rt,iayl, r,rrea u.n nrn.rtnrrr.cu+r r 4rr ro,.r.saryr..rlrsgrrrwes mrsut.rea .rrr ua u mlwyr,ruu.a rw +rlw,e = 60083
rfin.re eee.,e«rr.eragerr rr:nr,hnr.m,ir,nd [wumk+*(s«e, eolr o, stbn+s:+n. ,
st.rm, a:r [y.,rerlmr Werke...re„ 4451 S[. Lune Blvdr.uq urn, tre d;I.rt 41 gdrWernnn4M.rAt.
For, Pierce, FL 34946
epy,1IMU IDI6A I test lmus- Aorlcay I. IaaM 01. r L Iepadenisedihs dme,tat,isoryfast, it Coined Ilk"] Ike Fe'ar"is. him A l leaf Insses Aalery 1. Lola ill, P.I.
Job NSS I N55 I ype Qty Ply
A0011823
WRCLG/CL9 12EI,- GABLE 1 1
Job Reference (optional)
Al Roof Trusses. Fort Pierce, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Wed May 2 13:17:25 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-vKCRhZHdt9ziKjPXVWVT_7fNfMMgPw15kyFRIzKY3O
5-2-0 10-4-0
5-2-0
4x4 =
8 7 6
2x4 1.5x4 II 1.5x4 11 1.5x4 II 2x4 _
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 37 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc puriins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 10-4-0.
lb) - Max Horz
1= 36(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
1, 5 except 7=-121(LC 1).
6=-143(LC 13), 8=-143(LC 12)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 5, 7 except 6=331(LC 1),
8=331(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
4-0=-230/350, 2-8=-230/350
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 5 except (jt=lb) 7=121, 6=143,
8=143.
LOAD CASE(S)
Standard
wq•Is ue..r m. r •e4 ua [u+usfsminauul l M& (amen [mc9rlrl1(u3ru6eunra. e,t a,vi e,ra,a low onto r, h.,, 6r.4 nr.,yIdermlLaw r.. mu"—wed r P.6. q Ilta
rin,mknrrrill.k+I4,eim,ryty.mpe.snort[s.)r,nr.irim.,arrruarranrA.u ni.wirr rawrlskimrbeae a(a.n.reni.lrr n.epo.rq e>.,r.y+n' Anthony T.Tombo111,D.E. Zverim,be.1hamhrny,dilar0—'!m.ir.e.¢rlqmnrt.*b,q...rupnar Lr¢(.10,Ndkmwq"*1IM fYgimaar191 I iWtl. 0heI.,,.6 g1M.0"Wep,.,ar Ik.irtarrmi.wt 11 :80083 e,
l.dlq MuF.r.l(e.r.Lr,,aM.rt01 Irf,•,nli rs,arhare(oe.semi M e[a (l(SO N1,WhRl I Yle nranmdri naAVr fM1IY'a,r mpvllLie IMYrarlm,h,.,im, dut [yen IIm,Y arCrn,.drn er.
arks.Irye(.eea*rx...,r gai..,.,nd ikumkv*(y.nnUirs+aTn.imrsia.[ynna. edy sorquudM.,.rnaa d.sni. Lurie
Blvd For;
ortPierce, FL 34946 epiripMUf016AIfeel
tresses Aet1.ryLGn401,1.1. reprdenind11hlaentel,i.erylow, iipabbud•ubeIke ndinFa iss ehem AIfast Lnus A.Ileryl.Iamb 111,r.1.
Job Truss Truss Type ty y
A0011824
WRCLGICL9 VM3 Valley F 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss corn Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13.17:26 2018 Page 1
I D: hA3xRN7kH8GY_sQsevncy2zOBnp-N W mpvvuHOBHgKUIb5cl k?Cfr62jNPtoAKOip_BzKY3N
3-0-0
3-0-0
g
d
2x4
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 8 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-M
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 = 90/2-11-6 (min. 0-1-8)
2 = 67/2-11-6 (min. 0-1-8)
3 = 22/2-11-6 (min. 0-1-8)
Max Horz
1 = 46(LC 12)
Max Uplift
1 = 22(LC 12)
2 = 53(LC 12)
Max Grav
1 = 90(LC 1)
2 = 67(LC 1)
3 = 45(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 2.
LOAD CASE(S)
Standard
roq Mu o.qw na. e. •u am tlnxsfsf¢Iry Rnut t!us uenton (mcr nr(r, unerelwtsr r. rrry atT pnn.+r,r.n, P m rn„ as,ta anq (trt7 r a+n., t tPli i r f idPn<i hn bI•. „,. m„ oP.nr sakl+w 1e6. edr
Wid orbr ilm„YI h nIl a M Ifd I k,al !, I lm, InT^ p+, IPv-"r [qaP} 4,r si ICI uPnln c,Pr+,l r Pik, W Iquu1 rnP,iW ti w r,y eai 1mi yw M 151 nh,.r. IRI IY k„' nurf 61/q Ple n, ,. ,
r.ulm,inxmgaagnrnr,•as+ryrao...,bo.«,.t.mf.n.,rt.ttysPp.,.d,wn n.n(,MQ(rhMdiNYq,ibdtlll IbpnY 6nlr.fhl.u rim,,.niy.0 a.. d.rrgwEurny..di
Anthony T. Tomb80083
dtdII., D.
E. figkur, W(
i au.Lll $a w•mtterem ri-il rr+.,Isn tlg(m/>.rl/msirrn.rKlprrsAWti to WSI(+ri,drnHh prd pin mien,a„ar.,4s.,rw,xdtm, n,r.,rm, d,q Opn,rim,Il.dlder,rn, -B0083 4451
St.
Lucie Blvd. im.likalhitdpgnl•inLLghArrinrnhd 14Ln,kq.tq.vnlllM4dlge *o,Piinsf!NlhpwPdn,r"W'1 u+g4•ulrn.inMrelrtRr Fort Pierce, FL 34946 Ipp66b 01111610-
1 Wf I,uet-Whall 1. lem61pl.[.t. repmilnuuf lWstimmem,fl ut f/,m,mFiehhtel ru61llthe r,An Fmmissi/I h8-A I[I/I lasses Mmlq 1. bm61III, t.[.
oTruss truss type aty Ply
A0011825
WRCLGICL9 VMS Valley 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design a@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 13:17:26 2018 Pege 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-NWmpvvuHOBHgKUlb5c1 k?Cfr32jLPtoAKOip_BzKY3N
5-0-0
5-0-0
2x4 1.5x4 II
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/de0 Ud
TOLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999
BELL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BI:DL 10.0 Code FBC2017/TP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
oc puriins, except end verticals.
SOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 4-11-6.
i Ib) - Max Horz
1= 86(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
1, 3 except 5=-104(LC 12)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 3, 5, 4
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-183/320
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Bearing at joint(s) 3 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 3 except Qt=lb) 5=104.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 16 lb FT = 10%
ILa.e..+hmM.m ulmrltp5f1l1altrjCe[IellurSd(cerrontmc.fmlruruNlrYri b.tngi ride.rid.a.ree.tRi R.•.IifOPlr.rrmyl.te.aarlld—i9mirir..r mee...remd.Ntorely
atd o..ir dr.srr l..d 4...Ir.l..rd itetmsA.6¢.P,.y.dt,tga.Au.d.gri .n..+.rcv ud.dur...*w nr.say.rwr.gdrd.p.tmrgme. ee m.d.,.re let. tr t,vp...r,"0"1 ," Wo! Anthony T. Tombo IEI, D.E.
I.I.edd.I—Issorbeing hbarr.migdfle0 e,YP•rirwttnalqw.seL-i41rw..leuprdMnib Q(.eh199tow rW.dlrll lagpnddtalOrrgrdlmdImI.." diimiser 0.0r, Oft. rstar rmwmey.,400 C80083 b Wily ler.
pi .l (ree.r ll.Yrm...4t11MYr.an.Ii..YirsdbldigWp.+Sddr Web.(Il1Q rdLJred Y1111.I S1(iniMmNlr d.ndrYu M16W 6nq.rdfU..I Wrdhlr.rNgrr, Irnf Mtr [Y.w.11m.Y.duw.u, J.. 4451 St Lucie Blvd. Ae.M /ri.
f ly.(dp qM .i•rFi h ppl.r.whN IYL.rks*t e.er l t•Wbq M....re firer llrh. [q..edn Mdq n.gWWMa...npM.gl For, Pierce, FL 34946 aP1rilMotPlAAlled noses Actbey
1. foa1e 81. r.L Itpdenieo at llh ddreetea,ieu)ln., h pohlited rdked tke ndrn pa.nsin hem Ad bd bests A•Ikur 1. light III, P.E.
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
0
ti
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
r,•n ur..fj.n..t'ra lYJrrM7.9(YU[Uet14f"il.Se«+mes5 n:a.,Vtfr epep.:IKWrI'r. e.h4+4n t,r.r.anwMr ie.rleThr.yQCt nrurll ln4 rl e.s.,. tknsb.. VStI.M1n..a Jwe Ifl..ry
wdn..s+.. ur eeMwrfll.r,++r:rinn. r.e y...,, ..4+r, nq..ir.rr.!nor.uar.uyrr+r+m.p..+t rrs+N rry.+d,.w 6.uNn•r ee.+,. re nu.nr,n. .r.t a.. ++y+n Anthony T. Iombo III, P.E.
2 BM3
r.u+aai.nrrnb"ANmq-kip+ro.,n.ao.ur.ercryrrMbum rdr, u+m+rxre.wrw mgrltir.aaN++rrrNr.My.u+rrmiwyrcram.,esaa.urre "kse-rbwreq+ e MtirktywrlruraaII.1MM t I rs,u.nrpMY.r+iFelq(erywl+QYe.m.NlAr rM k!t!Ir YU nk.l4 i'+I• tlFl ul.rnr ar*.»M.f
lr.(eea r' tq.alNurtams+O
lntrMpo trns ht*l;amrhnfba. a!r a451 St. Lucie Blvd. qh ,..n.dne14MrInl.ncWllr r.q av m.1 n S!e+ha a+n!M1 w rl q+irlbnsrn h.r. tilt Fort Pierce, FL
34946 optri W0t01iAlfedimurl.3uyL(.
dalll,l.l. 4Fnlroie.d6sieu ar,uu,Ore, ispdiiirel.idopd.ainnpmhfr.hem 1.1(od4nue•AEdurLlahIn. l.l.
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
F-3'MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TD RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES e
24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
D.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TD BLOCKING
W/ (2) - 16d NAILS (MIND.
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUS'_
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TD BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS
UKAL
TRUSS
2TI In
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04CONNECTIONDETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02. ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772AO9.1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' OLJ A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2- X 8-
TEE-LOCK MULTI -USE CONNECTION PLATES SPACED 48- O.0 PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5- X 0 099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS AT EACH 2' X B' TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
Iln11rn111(rt+.M'11ICOI Will (Ulttiy[SIIUt puS a[O-1111I4%(ISM (t*M l(110e;lYellPti tel(hy le.Afnlfwl,nt.he lnc ltq I•yjDl, f.(g1.l Ldfa.11 br+,f4Mlie.v 6L,1n 4.m MW. fr SA,
ii/ i v Ixgl JII M nM Y Y f Y w.il It f I.n ll i r.rp1, Srool ly+xry M f/..S Illnyr,.n r nyn f / e. F/.f W f.rm iryrf,IM, Y 6 Yi.p / a uj. Lrf h,nrl. Mwh, dx P11. Tf. h1* nf.gwf t+l u1e.f s.ei,qa.uftlfimfl.m4Y ublfyrnA:/Onx,YO..firaly.vrW6yt.qo,.5xela/rnt,reLrrwtl.nn,,lbrrn olyex.i+rrtod ru,u/atnartr.l e u,yf.,,r,oyfr d,,,..wd
Anthony 7.Tombo111,D.E.
rM 4.II.Vt4w.Y lQfefl4/rinlfwlxld.1/YY7(la(rI)/mYyN.1(pjl klel!Imp„ tNy ,'y,, plllf.lf4ryrMYtMMYf/IbSwnhq.,M1nikillhMfaalL.f46ao.Wlf aa51 St Lucie083h• r•+r••gh IehfenM Mb•1Mf4lereexl:l rn/ryrwx,.lm1(Im,tirx./wt wyw 1 en.f.hW1YI1Ft
gr4ta1111A.1IedLesws- Way 1.Isdsm,/.I.iepdma,elRifist a;mllaa.updslitdrut,d'If .fintelnensinism A•11eekws•Asllry1,lode 91,.L Fort
1Pierce, FL 34946
DULY 17, 2017 TRUSSED VALLEY SET DETAIL- SHEATHED STDTL05
A-1 ROOF TRUSSES
41 CT 1 I If -IV RI %fn
FOF
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4- X 4.5-) WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 0.131' = 10d
2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A*.
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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Fartort Piece,
FL 34946 appipt1fD1016A•IloofTnsus•
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FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTL06
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-009-1010
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS3 (1/4- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = W X 0.131' = 10d
2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A•
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 160
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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Fort Pierce, FT. 34946
DULY 17, 2017
1 1 xuJJL- # V r1LLL 1 JL 1 LJL I r11L
STDTL07
HIGH WIND VELOCITY)
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24' O.C. (BASE AND VP
SUt'VUK I INN I KUSJtS UIKtG I LT UNUtK VALLtT I KUbbLb MUJ I Nt
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORDH I BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
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FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
7z; VER1
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B
v
24' MAX.
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240
VERTICAL 2X6 SP OR SPF
STUD DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' O.C. J#
2
2) lOd NAILS
INTO 2X6
2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A W/(4) - IOd NAILS
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) 8d NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
12' MAX.
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. IOd AND 16d NAILS ARE 0131'X3D' AND 0131'X3.5' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #31STUD 12' O.C. 3.8.10 5-6-11 6-6-11 11.1-13
2X4 SP #31 STUD 16' O.C. 3.3.10 4-9-12 6-&11 9-10-15
2X4SP#31STUD 24'0.C. 2-&6 3.11-3 54-12 8-1-2
2X4 SP #2 12' O.C. 3-10-15 5-6-11 6-6-11 11-8-14
2X4 SP #2 16' O.C. 3-r11 4-9.12 6-6-11 10.8-0
2X4 SP #2 24' O.C. 3.14 3.11-3 1 6.2-9 9-3.13
7At UTAGUNAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
ROOF
SHEATHING
I
I '
o''
mmA4
e24010 11
I-- TRUSSES 8 24' O.C.
2X6 DIAGONAL BRACE
SPACED 48' O.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 1.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
T-BRACE / I -BRACE DEV
WITH 2X BRACE ONLY
gOTES:
f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90Y. OF WEB LENGTH.
PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC
ONTINUOUS LATERAL BRACED WEBS.
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6' O.C.
NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
STDTL09
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2XB 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2XB 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTLIO
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
ATTACH TO VERTICAL
WEB WITH (3) - IOd
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
USE DRYWALL TYPE SCREWS)
NAILS (0.131' X 3') NAILS (0131' X 3'). ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0131' X 3')
USE METAL FRAMING - ATTACH TO VERTICAL
ANCHOR TO ATTACH WEB WITH (3) - 10d
TO BOTTOM CHORD NAILS (0131' X 3')
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
NAILS (0131' X 3')
TRUSS 2X6 4' - 0' WALL
STRONGBACK (TYPICAL SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0216' DIAL
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
IOd NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TD BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
BY OTHERS)
r.
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409-1010
LATERAL TOE -NAIL DETAIL
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o.135 93.5 85.6 74.2 72.6 63.4
J
162 108.8 99.6 86.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
U
131 75.9 69.5 60.3 59.0 51.1Z0J
in 148 81.4 74.5 64.6 63.2 52.5
N
1
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
STDTL11
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
EXAMPLE: NEAR SIDE
3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD
NEAR SIDE
FOR LOAD DURATION INCREASE OF 115:
3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY NEAR SIDE
0'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
0'
FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12
C
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
lo
131 59 46 32 30 20Z
135 60 48 33 30 20
FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTL13
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
I .0 X 4
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
April 11, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES F'
STDTLI4
4) 12d
MAX 3011 (21-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON HS
s
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FL 34946 Ggndl0felt AI1.
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i.
m FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
04
9
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM -OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
l
FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TRUSS CRITERIA:
LOADING: 40-10-D-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM 42 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF IDd COMMON WIRE NAILS 048' DIA. X 3') SPACED 6' O.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 4(Y) SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
5 r-
3 5/81T - =
5 5/811[
1101,
HATCH LEGEND
8' - 8" A.F.F.
18' -1 7/8" A.F.F.
NOTE: Trusses are designed for SHINGLE material. Truss I D.
truss wad Alert Boa
Notify truss manufacturer if material is other than shingle. Gnlrlty (> 5,000#) / Uplift (>
Horizontal (> 350f)
L_L.
1
Iw s® o2®__
1
5 r—
vim`'",:;
f
p
1
LyT.E'
q
Dcw,
grnstrh ofdllegWldM; nkl
H1
SERIALA:
1•... ..
35 K.z
2100 m ooao ac u 97 VP NUIt: ALL IHUJJ
I WALL ANUIUH IKUJJ I - - _- LEDGER CONNECTIONS BY
BUILDER - T) (UNLESS NOTED
OTHERWISE) e _ c _ J'NOTE: ALL
CEILING DROPS BELOW BEAM ARE -'r BY BUILDER (UNLESS
NOTED OTHERWISE) NOTE THIS TRUSS
PLACEMENT DIAGRAM IS TO 2Z _ SHOW TRUSS I.
D. AND TRUSS LOCATION ONLY. c = t1 : a ? C - THE BUILDING DESIGNER
IS REPSONSIBLE FOR THE - S- STRUCTURAL STABILITY OF
THE ENTIRE STRUCTURE. REFER TO THE
INDIVIDUAL TRUSS ENGINEERING 7 = J DRAWINGS FOR GRAVITY
AND UPLIFT LOADS. a-b.2i5=-
FOR BRACING 6
ERECTION DETAILS REFER TO BCSI-03
AND10R ENGINEER OF RECORD E sces it C ji=
aLa- E a " REPRESENTS
THE
LEFT SIDE OF - i eii EACH TRUSS DRAWING
1 G u JUS24 THD46 -_
E ooe_-j
CS
JUS26 MSH422 =
i e C
THD26 H
MUS26 THD26 Q THD26.
2 _
a Z s JUS46 CO) FE
HANGER BY
BUILDER ; a e • :'- LOADING ROOF FLOOR
WIND LOAD i E - : S It n LIVE LOAD
20
40 ASCE 7-10 : o- i i - O O = i-
9 i DEAD LOAD 10
10 150 MPH DIP C - = is E is 5. :-2 s?—
F LIVE LOAD
10•
0 CATEGORY 11 0 DEAD LOAD
10 5 ENCLOSED e TOTAL LOAD
40
55 FBC-2017 = c e a i i DURATION FACTOR
L25 L00 TPI-2014 -e 6 -"' E? REV DATE BY
REMARKS 01 12/09/
2011T REVISED STAIR OPENING/CLOSET ABOVE - i :+-- a STAIRS - a _ _ - e 02
11/13/2017
1T RELOCATE FL11 AT STAIR OPENING • e E _ j E 07 02/2012019
IT
CODE UPDATE = S S r Cl z i It Is
understood
that
above I--1 ' _ _ conditions have been reviewedF1APPROVEDL• g = e L S are acceptable for
the APPROVED AS NOTED fabrica'.
1on at trusses, elevations,pdches• ovedwngs, - s
fasaas,ceiling REVISE AND
RESUBMIT - elevalionsJpltches,
bearing REJECTED s -
conditions Ball detail
pertaining : =
e to this truss placement
plan, No back charges well be
accepted DATE without previous wniten _
Q
approval from an A-
1 Roof - a a Trusses representative REVIEWED BY-
3 Ti ' y PLAN
DATE ARCH: -/-/— STRUCT: -/-/— = = a ._. - Z _ 7-- ' CUSTOMER
RYANHOMES JOB
NAME
LARGO rI'
C' TAO!,£107l a E+ i L-
OPTION(
S)
WAX/
9'-
FLAG E s 4 i !
COMMNTY KENSINGTONRESERVEiLOT 114 =' - - LOT #
T_ = E BLDG
BLDG TYPE #
6a
ale— - fa
gam=
JOB N
72572 MASTER
NRCLGICL9 _ e j 5 DRAWN SCALE DATE 09/
29/2017
c + _ = CC N7.S S
A-1 ROOF
TRUSSES
Fe _— a;a,.
Es AFLORIDA CORPORATION `
ca
a w 3 Ph 772-409-10101
Fax 772-409-1015 hftpJAvww.e ltruss com
r
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: is ` aq oE>
Documented Construction Value:
Job Address: Q Historic District: Yes Nog
Parcel ID: Residentiato Commercial L1
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of
Plan Review Contact Person: 'N ,-1 1-ftlPYs Title:
Phone: -'J$5-3OoL( Fax41_S33-385.3 Email: kaC_ A JLtir. Cor1
Property Owner InformationCName 1 Phone:
r10
I A
Street: `+
n
I C 1 GM ` Resident of property?
City, State Zip: l )A iJu l
Contractor Information
nn qO-7- J85-3oc(tName -T'10 t t't' hon:
Street: TSC_0 LQ k l,l Fax: L/07- v /k-A.
3 !'
3
City, State Zip: 5aR d P_ Z-7% State License No.: CHCUpL K Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application 14
t
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate tat work will
be done in compliance with all applicable laws regulating construction and zo g.
Signature of Owner/Agent Date Signpr6c of Contractor/Agent
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
s Name
Signature of No ry-State of Florida b
CHERYL D AKERS
yy" MY COMMISSION # FF9W962
10d ' EXPIRES June 05. 2020
407) 399-0153 Fleld/Nctary$CNkR-COM
N,
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
STATEWIDE 1-888-831-2665
Ryan Homes
4307 Vineland Road, Suite H-20
Orlando, FL 32811
4DEL-AIR State Certification CAC032448
HEATING ^ AIR CONDMONINO
JOB NAME: Standard Series - Revised
Phone: 407-692-9828
Revised Date: 03/30/17
We propose the necessary labor and material to install heating, air conditioning and ventilation for the above plan.
Design Criteria:
R-38 - Vented Under Attic
R-19 - Vented Knee Wall
R-4.1 - Block Walls
R-13 - Frame Wood, Adjacent
R-13 - Frame Wood, Exterior
Windows - Low E Double Pane U-Value .54 - SHGC
Water Heater - 50 Gallon Electric, Eff: 0.95
Duct Leakage Test Required
31; U-Value .62 - SHGC .25
RYAN HOMES - STANDARD SERIES
PLAN TONNAGE SEER FANS TOTAL
AMELIA TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 4,798.00
BISCAYNE BAY 3.0 / 1.5 15.0/15.0 4 8,135.00
BISCAYNE BAY OPT GUEST SUITE 3.5 / 1.5 15.0/15.0 5 8,464.00
BISCAYNE BAY OPT STUDY 3.5 / 1.5 15.0/15.0 4 8,425.00
BISCAYNE TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 4,867.00
BONITA SPRINGS VERSION 2 3.5 15.0 3 4,196.00
BONITA SPRINGS VERSION 2 OPT BONUS 3.5 15.0 3 6,527.00
BONITA SPRINGS VERSION 2 OPT SITTING 3.5 15.0 3 4,262.00
CORAL SPRINGS 3.0 15.0 3 4,545.00
CYPRESS GARDEN 4.0 15.0 4 5,542.00
DORAL 3.0 15.0 4 4,826.00
DORAL OPT BDRM 4 3.0 15.0 4 5,021.00
ESTERO BAY 2.0 / 2.5 15.0/15.0 4 7,373.00
ESTERO BAY OPT 1 ST FL BDRM 2.5/2.5 15.0/15.0 4 7,568.00
ESTERO BAY OPT BDRM 5 2.0 / 2.5 15.0/15.0 4 7,644.00
ESTERO BAY OPT HOME OFFICE 2.5/2.5 15.0/15.0 4 7,629.00
ESTERO BAY OPT STUDY 2.0 / 2.5 15.0/15.0 4 7,518.00
JASMINE COVE VERSION 1 2.5 15.0 2 4,368.00
JASMINE COVE VERSION I OPT LUXURY
OWNER'S SUITE 3.0 15.0 3 S4,604.00
JASMINE COVE VERSION 1 OPT SITTING RM 3.0 15.0 3 4,509.00
JL A'RGO~"" T 3.0 15.0 4 5,530.007
LAUDERDALE 3.5 15.0 3 S4,878.00
Customer Initials
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00002903 Date 11/07/18
Property Address . . . . . . 3913 CRAWLEY DOWN LP
Parcel Number . . 17.20.31.5VC-0000-1140
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1086438
Permit pin number 1086438
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 409 MHO1 MECHANICAL ROUGH IN
1000 410 MH02 MECHANICAL FINAL / /
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00002903 Date 11/07/18
Application pin number . . . 140509
Property Address . . . . . . 3913 CRAWLEY DOWN LP
Parcel Number . . 17.20.31.5VC-0000-1140
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 300859
Application desc
noc on file
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD H20
ORLANDO FL 32811
407) 692-9831 (407) 692-9820
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . . . NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 18.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 2803.00
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1086438
Permit pin number 1086438
Sub Contractor DEL AIR HEATING A/C & REFRIGER
Permit Fee . . . . 110.00
Issue Date . . . . 11/07/18 Valuation . . 5530
Expiration Date . . 5/06/19
Qty Unit Charge Per Extension
BASE FEE 110.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrichOsanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
O1-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -MECHANIC 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1128.00
02-CURB CUT/DRIVE - S/F 40.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
2
Documented Construction Value: $ 3U L
Job Address: 3 13 Y
Historic District: Yes No
Parcel ID:
Residential„ Commercial
Type of Work: Ne Addi 'on Alteration Repair Demo El Change of Use Move
El
Description of Work: "
Plan Review Contact Person:
Title:
Phone: Fax: Email:
Property Owner Information
Name 0-Yi O Phone: 407 -
Street: 7 11
Resident ofproperty?
ty p: Q . City, Zi 8
Contractor Information
Name — CrIC_ Phone:
Street: S'75 l i C k -4
Fax: _ qo:z - IA-7--
City, State Zip: Ln 0 _ i 3J 2 ( State License No.: t 'T p
Architect/Engineer Information
Name:
Phone:
Street:
Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105-3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015
Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
SignaNre of Owner/Agent Date Signature of Contractor/Agent Dar
Print Owner/Agent's Namc
Signature of Notary -State of Florida Datc
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
rant ntractor/Agent's Name
Signature of Notary•State of Florida Date
Ay °o" PAMELAS TERNUS
Commission # GG 110822
Expires August 1, 2021
rOF F p Danced nttu Du*t Notary Ser rim
Contractor/Agent is Personally Known to Me or
Produced ID ype of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015
Permit Application
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
I
15lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyurl.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
7,e -
Timothyi ith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
FORM R405.4.1-2017
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: Community: eLot: Address:
PcculUnit. City:
C4 State: Zip: 3 Air
Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE
METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes
per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. ERFORMANCE
or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the
selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(
50) specified on Form R405-2017-Energy Cok (Performance) or R406-2017 (ERI): = X
60 _ = q, ( Method for calculating building volume: CFM(
50) Building Volume ACH(50) O Retrieved from architectural plans PASS (
Mechanical Ventilation is not required) (a"tode software calculated PASS (
with Mechanical Ventilation) O Field measured and calculated FAILR402.
4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing
shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth In Section 489.
105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the parry conducting the test and provided
to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During
testing: 1.
Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control
measures. 2.
Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures.
3.
Interior doors, if installed at the time of the test, shall be open. 4.
Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.
Heating and cooling systems, if Installed at the time of the test, shall be turned off. 6.
Supply and return registers, if installed at the time of the test, shall be fully open. Testing
Company Company
Name: 15 Lightyears, Inc Phone: (855)-438-1515 I
hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements according to the compliance method selected above. Signature
of Tester: Date of Test: / Z-2 2 //9 7—
10111, Printed
Name of Tester:yV License/
Certification #: Issuing Authority: RESNET
FORM R402-2017
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: ommunity: n
Lot: l
Address:
l 8
U 't:
City: S Stater Zip: j3c2Z`Z 7-3
Duct Leakage Test Results
System 1
cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm25
OPrescriptive Method cfm25 (Total)
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? YES ( o) [:]NO (sod)
performance / ERI Method cfm25 (Out or Total)
To qualify using this method, Qn must not be greater than the
Q.D.Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017
R405-2017 (Energy Ca/c) or R406-2017 (Energy Calc) or R406-2017
Aess ASS FAIL
Duct tighthall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855)-438-1515
1 hereby verify that the above dud leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester: 99::mix Date of Test:
Printed Name of Tester: l til le d-il 5n4=c
License/Certification #: allEDr6 Issuing Authority: RESNET
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0
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Certificate of Achievement
THIS ACKNOWLEDGES THAT
Kyle Higgins
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
R F I # BHEDTG
Certification Date: November 11, 2018
Certification Expires: November 11, 2021
2
Tim Smith,
RESNET Quality Assurance Designee
15 ears
RESNET QA Provider # (1998-199)